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Home My WebLink About1 LEGOLAND DR; INSPECTIONS II; CB972027; PermitTHESE SPECIAL INSPECTIONS MAY INCLUD·E BUT ARE - NOT LIMITED TO: CB972027 ------ , CB971460 CB971465 CB980025 CB981029 ETC ..... L•"loJ!!!.;,J,iformation ~~• *To Build On Engineering • Consulting • Testing_ REPORT OF CONCRETE COMPRl;SSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 14, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-834 LOCATION OF PLACEMENT MAIN ISLAND BRIDGE RETAINING WALL DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F August OS, 1998 09 :30 am 5 67 CONCRETE TEMPERATURE, °F 85 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 06, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MOIE;.APPUCABLEASTM STANC>ARDS UNLESS OTHERW)sE INDICATED·:SLVMP· C143_-90a· AIB CQNT_ENT· C231-91b· TEMPERATURE•'C1P§4-BB{l!_3l· CAPPING· 01231.93 COMP~ESSION TEST RESULTS ASTMC39·94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO. IN.)'. (PSI) 17512 A 7 08/12/98 57000 6.00 28.27 2020 17512 B 28 09/02/98 84000 6.00 . 28 .27 2970 17512 C 28 09/02/98 81000 6.00 28.27 2870 17512 D 60 10/04/98 96000 6.00 28.27 3400 SPECIFICATIONS 28 3000 NELSON & SLOAN · 719661 522 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. · Cylinders made by Architect's or Contracto(s representative. Cylinders picked up by PSI X representative. X Test results comply with applicable specifications. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. 60-DAY BREAK MEETS 28-DAY SPECIFICATION REQUIREMENTCO NF OR TECHNICIAN: ROLAND ROOT Respectfully submitted, S· Professional Service Industries, Inc. ~~ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200--4 (4)F DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy RidgeDrive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l.,,.~;Jinformation ~.;,• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 97008 August 14, 1998 PROJECT: LEGOLAND THEME PARK. CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO:: 059-70202-832 LOCATION OF PLACEMENT NORTH ENTRY BRIDGE FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 0·5, 1998 o8·:45 ain 5 69 90 August 06, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKETNO./TRUCK NO. MIX NUMEJER AND PROPORTIONS ' CEMENT WATER FINE AGGREGATE COARSE.AGGREGATE ADMIXTURE NEL.SON & SLOAN 719582 1386 NOIE:..AEel.JQABLE ASJM SJANOI\B®~Ul.ll.El3.S..QTl:!EBWJliEJND.LC~P· C1(3-9Da;1.!B..,CQN.TENT; C23J-91b· IEMPERAtURE· crna4._86(93)· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF WAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 17517 A 7 08/12/98 62000 6.00 28.27 2190 Cone 17517 B 28 09/02/98 79000 6.00 28.:;p 2790 Cone 17517 C 28 09/02/98 78000 6.00 28.27 2760 .,:Cone 17517 D 60 10/04/98 107000 6.00 . 2.8 .27 378.0 Cone .. SPECIFICATIONS ' 28 3000 REMARKS: ,K Cylinders made by PSI representative. Cyli~ders picked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractofs representative. Cylinders delivered to PSi laboratory. Test results do not i::omply with applicable specifications. 60-day break meets 28-day specification requiremeCO NF ORMS TECHNICIAN: DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~ional Service Industries, Inc. ~/h~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4}F DAVID J. ~~ E DISTRICT MANAG R Professional Service Industries, Inc. • 6867 Nancy. Ridge Drive, Suite E • San Diego, CA 9212, • Phone 619/455-0544 • Fax 619/455-1170 l .-.~ •J lriformation ~.;,,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 01, 1998 OUR REPORT NO.: 059-70202-959 FIELD DATA: LOCATION OF PLACEMENT BREATHTAKEN PLAY PAVILION CONTINUOUS FOOTING DATE PLACED Septeltlher 01, 1998 SUPPLIER TIME '.!-~ :30 .pm DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. 3 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 67 WATER CONCRETE TEMPERATURE, °F FINE AGGREGATE DATE RECEIVED IN LAB September 28, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI ADMIXTURE MIX DATA SUBMITTED BY PREMIXED CONCRETE SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS ASTMC39-94 TOTAL i CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH PREMIXED 3233500 CONCRETE NUMBER OR SET NO. (DAYS) TEST (LBS.) ' (l!'.J.) (SO.IN.) (PSI) TYPE OF BREAK 17893 A 28. 09/29/98 17893 B 28 09/29/98 17893 C 28 09/29/98 SPECIFICATIONS - REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. 100000 6.00 108000 6.00 109000 6.00 .. · Cylinders picked up by PSI X representative. . Cylinders.delivered to PSI laboratory. 28.27 3540 Cone 28.27 382.0 Cone 28.27 3860 Cone --- Test results comply with applicable specifications. Test results do not comply with applicable specifications. cc : LEG0LAND ( 4) , BERNARD BROTHERS, H. 0 •. K. , CITY OF CARLSBAD Respectfully submitted, a~onal Service Industries, Inc. pJ;· DAVID J ~ 7i.1:--THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l ra~•J Information I:!_,• ~To Build On · Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA EN,CINAS SUITE 130 CARLSBAD, CA 92008 October 03, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT•NO.: 059-70202-948 LOCATION OF PLACEMENT WATER WORKS SCENE #2 OAST-IN-PLA~E SLAB DATE Plf-CED TIME October 03, 1998 11 :·oq am SLUMP, IN. 5 AIR CONTENT, % AIR TEMPERATURE, °F 67 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB October 05; 1998 FIELD DATA SUBMITTED BY PSI\D'AN RAMAGE MIX DATA SUBMJTTED BY NELSON & SLOAN $UPPl.lER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE· NQIE;.Af!'UCABLE ASTM STAN!lARQJ;..\lliLESS_QJHERW)SE INDICATED· SLUMP· C143-90a:.AJR.CONTENT· C',31-91b· TEMPERATURE··c1054.a6(93)· CAPPING· C123j-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17970 A 5 17970 B 7 17970 C 28 17970 D 28 .I SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL > CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) .. 10/08/98 84000 6.00 10/10/98 99000 6.00 10/31/98 113000 6.00 10/31/98 115000 6.0b CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.). (PSI) 28.27 2970 2.8 .27 3500 28.27 4000 28,27 4070 4000 NELSON & SLOAN 734803 1358 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. . Test results comply w1th applicable -~-specifications. Cylinders made by Architect's or . . Contractots rel?reseritative. Cylinders delivered to PSI labqratory. ALL CYLINDERS CAPPED IN ACCORDANCE wrTH ASTM TECHNICIAN: DAN RAMAGE Test results do not·comply with applicable specifications. CGlCbNFOi \\ft~ Respectfully submitted, · Professional SeNice Industries, Inc. cc, LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF Cl\)U,SBAD ~/4~ DAVID JU.YruJ RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI CT MANAGER PSI A-200-4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t .,.,~;, Informati.on ~..,. ®To Build On Engineering • Consulting • Testing· · REPORT OF CONCRETE COMPRESSiON TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 September 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-7.0202-947 LOCATION OF PLACEMENT WATER WORKS SCENE #1 SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Septe·mber 26, 1998 10: o!o am 4 67 75 September 28, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKETNO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE . ADMIXTURE . NOTE· APPLICABLE ASIM STANDARDS UNLESS pWEBWISE INDICATEP·S(UMP· C143·90a· AIR QONTENT· C231·1i11b· TEMPERATURE· C10B4·86CQ3)· CAPPING· 01231· COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 733334 1358 SPECIMEN TEST TOTAL CYIJNDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO .. (DAYS) TEST 17969 A 7 10/03/98 17969 B 28 10/24/98 17969 C 28 10/24/98 17969 D SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s represenlative. LOAD DIAMETER (LBS.) 92000· 139000 148000 Cylinders picked up by PSI X representative. ~IN.) 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED. IN·ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE ARE.A. STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3250 Cone 28.27 4920 Cone 28.27 524;0 Cone 4000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. C617}4: NF ORMS co Respectfully submitted, Professional Service Industries, Inc. cc: LEGO LAND ( 4) , BERNARD BROTHERS, H. 0. K. ,. CITY OF CARLSBAD ~~~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPROOUCEO. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ~~ii/Information ~_,• *ToBuildOn Engineering • Consuiting • Testing RE~ORT OF. CONCRETE COMPRl:~SION. TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 September 14, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-962 LOCATION OF PLACEMENT RETAIL TENTS FOOTING @ EAST FOWIDATION DATEPl;ACED TIME SLUMP, IN. AIR CONTENT, % October 14, 1998 04 :001 pm 4 AIR TEMPERATURE, °F 6 8 CONCRETETEMPERATURE, °F 75 DATE RECEIVED IN LAB ·October 15, 1991:i FIELDDATASUBMITTEDBY PSI\DAN RAMAGE : MIX DATA SUBMITTED BY ESCONDIDO READY MIX SUPPLIER ESCONDIDO READY MIX DELIVERY TICk:ET,NO.ffRUCk NO. MIX NUMBER AND.PROPORTIONS 26P CEMENT. . WATER FINE AGGREGATE COARSE AGGREGATE AO MIXTURE MO.IE;.A!'PLICABLE ASTM STANDARDS UNLESS OTHERW!SE'INDICATED· Sl.\lMP· c143.yo,·_AIR CONTENT· C231-91b· TEMPERATURE· C10_5H5(93)· CAPPING· 01231-9~. . .- SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 18015 A 18015 B 18015 C 18015 D SPECIFICATIONS TEST.· AGE (DAYS) 7 28. 28 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 10/21/98 85000 6.00 11/11/98 p.1/11/98 REMARKS: , _K Cylinders made by PSI representative. Cylinders picked up by PSI X representative, Cylinders made by Architect's or Contracto~s representative. · TECHNICIAN: DAN RAMAGE Cylinders·delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3010 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~2,1,:---- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TES TEO ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAGfR Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . Jih. 91 Environmental I Geotechnical ... K 9 Construction Page_1_of_ -· Consulting • Engineering • Testing INSPECTION REPORT CLIENT LSIQ<Q LA !V:i::> DATE 7·3-5 ~ Architect---'\.\-...:...,,,uo... _____ '--_________ _ Engineer YY'\ A::1'.h::o N INSPECTION MAT'L SAMPLING. QTY _OSHPD _·_Concrete Cylinders ·-- _OSA __ . Cement -·- ~Specialty ___ Mortar Samples --· __ Mechanical _._ Grout Samples -- __ Electrical __ Masonry Prisms --·-__ Roofing _._ Masonry Block ~ Concrete _._. Fireproofing __ Masonry _. _ Units (block or bricl<) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _._Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive --. Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other. -- __ Bolt Pull-Out __ Other --- - REMARKS PROJECT (Nam~) L-a:t:ao t ,4 c::vv> (Address) &4-4c:Yi;,"eA D M, REPORT NO. 0$1:, ·::Z o·L-c'."L Building P~rmit No. _'1 ..... J ..... ·_· } .... 5 ......... l3----'---------- Plan File No. ___________________ _ Govt. Contract No.--------,-----'------- CSA or OSHPD #--------------- Other tu,-.;:n:a AN ::&,r'i:n"' b :;x.1::100Lf"T0~c.-'i> . . . MATERIAL DESCRIPTION INSPECTION CHECKLIST '><'" Binf.: Rebar Ab\'S--<612-~ x Plan & Specs -. _ Rinf.: W.W.F. > Clearances _. _ Rinf.: Tendons ·.-.:2:. Positions x Cone.: Mix #/psi 7b'5 B /c.;coo ~Sizes -. _ Cone.: Mix #/psi ~Laps __ Cone.: Mix#/psi -. _ Future Continuity #/psi __ -Gro.ut: Mix #/psi ~ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block _ Electrode Storage _._ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts . ~ __ Metal Decking __ Electrodes - __ Fireproofing · __ Other _ Corrective action required __ ·_Corrections-completed (>I t~ ITH S"'-'< c.. '::r' l!,L.l'.;" a,A-lSS01\J<;..,_·..,.. __ _.C)._,t.,._s:,~o.,_'fZ.-='C...:....;Xw\..:.-h'h:-..1,,=. :...J""--.A'-=;..,.&.ON...,'!:.::..il ... · -'>~Rt ..... ~-="-s_ CERTIFICATION OF COMPLIANCE: To the best cif our knowledge, all of the reported wo'rk, unless otherwise noted, substantially complies with approved plans, · specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. OE?,f)oc, '61-~~ PSI-B-900· 170(2) CLIENT LOo c-..q_..-p DATE tz-z..'-1 -f,S Page_1_of_ · INSPECTION REPORT . P-ROJ~CT (Name) tdl'ra <-....,&:D (Address) 4'<§1!Mt> tf>t. REPORT NO. as2 · zc:e,;,,: Architect_...J::1.~""'---'-----------------Building Permit No. 'i7 -~ 3i ~, 1r. Plan File No.,__ ---'----'-------------_,, Engineer Wd&-rz,v Govt. Contra<;:t No. _______________ _ OSAorOSHPD#-------------- INSPECTION MAT"LSAMPLiNG . QTY MATERIAL OESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders . -. >c""" Rinf.: Rebar tlb!S -<,':212.. <e o .:.c . Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F. ~ Clearances ~Specialty __ Mortar Samples --___ Rinf.: Tel')dons ~ Positions __ Mechanical __ Grout Samples ---¥'.-Cone.: Mix #/psi $'.Z-2--3 ooo _Sizes __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi _Laps __ Roofing __ . Masonry Block _. _ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --__ Grout: Mix #/psi -'lo.c-_ Consolidation '1 ~ /!'l~z::32;"L __ Masonry __ Units (block or brick) --__ Mortar: Type/psi __ Mortar Batching· __ Struct Steel ___ Asphalt Concrete ___ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --___ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel ---___ · Steel __ Fireproofing __ .Steel --__ H.S. Bolts __ Waterproofing __ H.S. Bolts ------· Metal Decking __ Non-Destructive ___ Tendon (PT Strands) --__ Electrodes __ Soils Technician __ Other __ Fireproofing . - __ Batch Plant ___ Other --. __ Other _ Corrective action required ____ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS SifOk<-2 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, al! of the reported work, unless otherwise noted, substantially complies with approved.plans, specifications and applicable sections of the building-codes. This report covers the ·1ocations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO ... c:?~ e~, e ,-:as DATE · k-Z-'-f-9 &' > PSl-8-900-170(2) l .,..~ i/ InformatiOn ~.:,~ ®To Build On Engineering • Consulting • testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 09, 1998 OUR REPORT NO.: 059-70202-875 . . FIELD DATA: LOCATIONOFPLACEMENT FUNTOWN BOATING SCHOOL CAST-IN-PLACE Q:tJEUE ENTRY WEST WALL PERMIT# 97-3513 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 27, 1998· 08 :00. am 2 i/2 AIR TEMPERATURE, °F 70 CONCRETETEMPERATURE, °F 85 DATE RECEIVED IN LAB August 28, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS_Q]".l:IEBli'Jlme..NOICATEO· SLUMP· CJtHP•· AIR CONTENT.:.C231·V1b· IEMPERA!URE· CJPB,1-86(93)· CAPPING· c COMPRl;SSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 725223 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORAiORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17703 A 7 09/03/98 17703 B 28 09/24/98 17703 C 28 09/24/98 17703 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. LOAD DIAMETER (LBS:) 83000 Cylinders picked up by PSI X representative. . (IN.) 6.00 -'---Cylinders·deliv11red to PSI laboratOI;'. TECHNICIAN: DAN RAMAGE AREA. STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2·940 Cone 3000 Test results comply with applicable specifications. Test results do not comply with . applicable specifications. cc: LEGOLAND (4), BERNARD BROTHE~S, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•20o-4 (4)F DAVID J. DISTRICT Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · L •.,.:!'iii I,ifortnation ~.:111• .To Build On Engineering • Consulting • 7'.esting REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ~STATES .INC 5600 AVENIDA·ENCINAS SUITE 130 CARLSBAD, CA 9200~ August 11, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-,826 LOCATION OF PLACEMENT ·FUNTOWN BOATING SCHOOL LAGOON STRUCTURAL SLA;B SdUTHWEST CORNER DATEPLACED August 04, 1998 TIME 07: 30 am SLUMP, IN. 4 AIR CONTENT, % --- AIR TEMPERATURE, °F 67 CONCRETETEMPERATURE, .-F 86 DATE RECEIVED IN LAB August 05, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON. MIX DATA SUBMITTED BY PREMIXED CO;NCRETE SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE · ADMIXTURE PREMIXED CONCRETE 262563 3033525 NOTE· APPLICABLE ASTM STAND.ABD.SJJ.Nl.ESS OTHERWISE INPICATEP· SLUMP· C143·ROa· AIR CONTENT· C231·P1b· TEMPERATI.JBE· CJ064·D8(P3)' CAPPING· C1231·P3 COMPRESSION TEST RESULTS ASTMC39·94 . SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (L~S.) (IN.) 1750~ A 7 08/11/98 100000 6.00 17502 B 28 09/01/98 135000 6.00 17502 C 28 09/01/98 135000 6.00 17502 D . SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. . . Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WJTH ASTM TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH .(SO.IN.) (PSI) TYPE OF BREAK 28.27 3540 Cone 28.27 4780 Cone 28.27 4780 Cone 3000 Test results comply with applicable -X specifications. Test results do not comply with _ . applicable specifications. \ '1 \ ~ ~617-94. ,s ~., v ,, t, })~~-~ \J.~~ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, ~sion w lndu~trtes, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MA y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT v,nm:rEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID :y~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · L .,,.~•1 I,iformation ... ~.. .. •-· ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELP DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 11, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-825 LOCATION OF PLACEMENT FUNTOWN BOATING SHOOL LAGOON STRUCTURAL SLAB NORTHWEST CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 04, 1998 10:00 am 5 AIR TEMPERATURE, °F 74 CONCRETETEMPERATURE, °F 89 DATE RECEIVED IN LAB August 05, 1998 FIELD DATA SUBMITTED BY PS:i;\DEREK PETERSON MIX DATA SUBMITTED BY PREMIXED CONCRETE SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 262651 3033525 NOTE· AfPLICABLE ASIM STANDARDS UNLESS OTHER\NISE INDICATED·SLUMP· C143·ROa· AIR CONTENT· C231·P1b"IfMPERATUBE· C1084·88ti3)·_CAPPING· C1231·R3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17503. A 7 17501 B 28 17501 C 28 17501 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39'94 TOTAL CYLINDER DATE·OF LOAD DIAMETER TEST (LBS.) (IN.) .. 08/11/98 110000 6.00 09/01/98 130000 6.00 09/01/98 128000 6.00 CYLINDER · COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3890 Cone 28.27 4600 Cone 28.27 4-530 Cone 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up·by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto(s representative. · Cy!inders delivered.to PSI laboratoiy. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDJ\NCE WITH ASTM C61 7-9· ·c ON F 0 TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD Respectfully submitted, ~ional Service DA7£!. ~AN, RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL S_ERVICE INDUSTRIES, INC. PSI A-200--1 (4)F DISTRIC,~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l.,.. ~·•, Information ~.-,• ®To Build On Engineering • Consulting • Testing. REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 August 19, 1998 REVISION #1 OUR REPORT NO.: 059-70202-844 LOCATION OF PLACEMENT FUNTOWN BOATING SCHOOL QUEUE WALLS DATE PLACED TIME August 10, 1998 11:15 am SUPPLIER NELSON & SLOAN· SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 82 CONCRETE TEMPERATURE, °F 8 8 DATE RECEIVED IN LAB August 11, 19 9 8 FIELDDATASUBMITTEDBY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SJ;..OAN DEl:.IVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATE.R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPUCABLE.ASIM.SIA~I..ESS OTHERWISE INDICATED· SLUMP· C143·i0a· AIR CON~NT· C231·P1b· ~MPERATURE· C1061·88(R3)• CAfPING· C1231·D3 .. SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF . . . COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER . . CYLINDER COMPRESSIVE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.)· (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 17564 A 7 08/17/98 68000 6,00 2~.27 2410 Cone 17564 B 28 09/07/98 85000 6 .. 00 28.27 3010 Cone 17564 C 28 09/07/98 90000 6.00 28.27 3180 Cone 17564 D SPECIFICATIONS 28 3000 REMARKS: _X Cylinders made by PSI fllpresentative. Cylinders picked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative; Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·20D-4 (4)F II :R Respectfully submitied, !?Yitf/ce DAVID J. RYAN, CE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · L •,:Ei/ Iriformation · ~~• ®ToBuildOn· Engineering • Consulting • Testing . REPORT OF CONCRETE COMPRESSION TEST . TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #J,. OUR REPORT NO.: 059-70202-843 LOCATION OF PLACEMENT BOATING SCHOOL SLJ).13-0N-GRADE CENTER-ISLAND SOUTH SIDE PERMIT# 97-3513 DATE PLACED August 10, 1998 TIME SLUMP, IN. 4 1/2 AIR CONTENT, % 5 . 0 AIR TEMPERATURE, °F 82 CONCRETE TEMPERATURE, °F 8 7 DATE RECEIVED IN LAB August; 11, 19 9 8 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE_ MIX DATA SUBMITTED BY PREMIXED CONCRETE SUPPLIER DELIVERY TICKET NO.frRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 264160 3033525 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· CH3:RP•· AIR CONTENT· C23_M1b· TEMPERATURE· C1064-§8Cll3)· CAPPING· C1231-D3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 1756'3 A 7 17563 B 28 17563 C 28 17563 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 08/17/9B 98000 6.00 09/07/98 121000 6.00 09/07/98 122000 6.00 . REMARKS: X Cylinders made by PSI representative. . Cylinders-picked up by PSI X representative. . _ Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) . TYPE OF BREAK 28.27 3470 · Cone 28.27 4280 Cone 28.27 4320 Cone , 3000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. · c 617 - 9CONFOR Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~-:fi.Y THESE TEST RESULTS APPLY ONL V TO THE SPECIFIC SAMPLES TESTED AND MA V NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MA V NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SER vice INDUSTRIES, INC. PSI A-200-1 (4)F DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Information • .ToBuildOn Page_1_ofl Engineering • Consulting • Testing · INSPECTION REPORT CLIENT_-iif__·_~...,.G"'-1...=0 ___ _ DAT ...... E __ ¥_-~2_7_-_5]? __ _ Architect __ ___.;f__,._~Q:c...-.L.;/L=-------- Eng~eer __ ~ __ A_R_t_~-----~--~-~~-~-1-:~-·--~--- Contractor. ___ ___,73' ___ ..... 73-...._,C.__-'-. ------------ INSPECTION MAT'LSAMPLING $ __ QSHPD ..£ Concrete Cylinders _OSA __ Cement __ Specialty __ Mortar Samples -·-·-· __ Mechanical ___ Grout Samples __ Electrical ___ Masonry Prisms Roofing __ Masonry Block -- Xconcrete __ Fireproofing __ Masonry ____ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone _-_Roofing -- __ Pile Driving __ Reinf. Steel --·- __ Fireproofing __ Steel --__ waterproofing · __ H.S. Bolts -- __ Non-Destructive __ Tend~n (PT Strands) -- __ Soils Technician __ Other -·-- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS r T PROJECT (Name)_Lc:;.e~~<..:::o~/4-'-~'-'-'-~d=-· -- (Address) . :: a.z/28'4--t> ,,CA_' REPORT NO. 70 2-02.. .-£977 Building Permit No. 9 2 3S:/ Cz ' Plan File No.-'----------------- Govt. Contract No.--=-------------- . OSA-or OSH'=::: Other h.!nl~ MATERIAL DESCRIP;N . INSPECTION CHECKLISt _¥J_ Plan & Specs _.:£ Rinf.: Rebar 19STwt · 'kl~ _ Rinf.: W.W.F. . . i Clearances ._· --Rinf.: Tendons· . Positions . ~ Cone.~ Mix #/ps62,2 7~it:: _)r....Sizes _· Cone.: Mix #/psi r . ..-S..Laps -:-Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi -K... Consolidation _ Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _Steel ·-H.S. Bolts _ Metal Decking -. _ Electrodes _ Fireproofing _ ._Other Correc~ve action required __ Corrections completed · CERTIFICATION OF COMPLIANCE: To the. best of our knowledge, all of the reported work, unless otherwise.noted, substantially complies with approved plans, · specifications and applicable sections of the.building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · 1~~-~o._3"""53""-"· ,o!._5...L..;'.8:!11!.--,-, _45-=J),..;:;...._::J/:-__,3=..;s;--=-..L.1 __ . DATE __ .=(_--=2'-"-7--_,'J~X~---- PSI-B-900-170(2) · ln.~ii, Information ~.-,,• ~To Build On Engineering • Consulting • Testing_ REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: · DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 14 ,. 1998 LOCATION OF PLACEMENT BOATING SGHOOOL FOO.TING DATE PLACED .TIME SLUMP, IN. : AIR CONTENT, % July 31, J.998 01:30 pin 3 ·: AIR TEMPERATURE, °F 70 . CONCRETE TEMPERATURE, °F 86 -, DATE RECEIVED IN LAB , Augu_st 03, 1998 FIELD DATA SUBMITTED BY I PS I \DAN RAMAGE ' MIX DATA SUBMITTED BY NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA . REVISION #1 OUR REPORT NO.: 059-70202-831 SUPPLIER NELSON & SLOAN DEL!V!=R'fTICKET NO.irRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER flNE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRE$SION TEST RESULTS LABORATORY NUMBER 17561 17561 17561 17561 SPECIFICATIONS REMARKS: SPECIMEN TEST DATE OF IDENTIFICATION AGE OR SET NO. (DAYS) TEST A 7 08/07/98 B 28 08/28/98 C 28 08/28/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTMC39-94 TOTAL CYLINDER LOAD · DIAMETER (LBS.) (IN.) . 70000 6.00 97000 6.00 88000 6.00 Cylinders picked up by PSI X representative. . Cyl[nders delivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH _(SO. IN.) .(P~I) TYPE OF BREAK 28.27' 2480 cone 28.27 3430 Cone 28.27 31:J,.0 Cone C-~l\~\(t~' wit UJ~obs. -Test results do not comply with i4u-:-!~ · ~ applicable specifications . ALL CYLINDERS-CAPPED IN ACCORDANCE WITH ASTM C61 7-·94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., .CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE' SPECIFIC SAMPLES TESTED AND MAY-NOT BE INDICATIVE OF °THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. t!:~t. DISTRICT MANAG Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San-Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ( .... l" ~ •1 Information ~..,. ®To Build On· Engineering • Consulting • Testit;g REPORT OF CONCRETE COMPRESSfON TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 27, 1998 REVISION #l OUR REPORT NO.: 059-70202-863 . . FIELD DATA: LOCATION OF PLACEMENT LAGOON BOATING SCHOOL CAST-IN-PLACE WALLS SUPPLIER DATE PLACED TIME SLUMP, IN. August 19, 1998 09:10 atn 4 l/2 DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS AIR CONTENT, % AIR TEMPERATURE, °F 71 CEMENT WATER CONCRETE TEMPERATURE, °F 8 8 DATERECEIVEDIN.LAB September 20, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN l:IOTE· APPLICABLE ASTM STANDAims.l/N~ESS OTHERWISE INDICATED· SLUMP· C14.3:iQa;.AIR.C.QNIENI:. C231-WW IEMPERATUR~6.(9'); CAPPING· C12 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) .. 17612 A 7 17612 B 28 17612 C 28 17612 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE:OF LOAD DIAMETER TEST (LBS.) (IN.) - 08/26/98 64000 6.00 09/16/98 94.000 6.00 09/16/98 89000 6.00 REMARKS: -~ Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's·or Contractots representative. Cylinders delivered to PSI laboratoiy. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2260 28.27 3330 28.27 3150 3000 ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617~94. TECHNICIAN: DAN RAMAGE NELSON & SLOAN 723098 522 TYPE OF BREAK Cone Gone Cone Respectfully submitted, s cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~Ji?(;ffries, Inc. DISTRICT MANAGER PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I ,, , ,, .., : · l.,. II:!' iJ Information ~~! ®ToBuildOn Engineering • Consulting • TelifiilJI REPORT OF CONCR.ETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC· 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 27, 199.8 OUR REPORT NO.; 059-70202-863 FIELD DATA: LOCATION OF PLACEMENT LAGOON BOATING SCHOOL CAST-IN-PLACE WALLS · DATE PLACED TIME ,SLUMP, IN. )'AIR CONTENT, % August 19, 1998 09:10 am 4 1/2 ''AIR TEMPERATURE, °F 71 : CONCRETE TEMPERATURE, °F 8 8 : DATE RECEIVED IN LAB September 2 0, 19 9 8 FIELD DATA SUBMITTED BY PS I \DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT, WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTUR_E NELSON & SLOAN 723098 522 NOTE· AppUCABLE ASTM STANDARPS.U.NLESS OTHERWISE INPIJ;AIEP;_Sl.l.1M~3.:i0a: AIR CONTENT· C2~MPERATURE· C1_064·M(W:.CAeeJNG;J;.1nl,J!3 SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 17612 A 17612 B ' 17612. C ~ 17612 D SPECIFICATIONS TEST AGE (DAYS) 7 28 28 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD ·DIAMETER TEST (LBS.) _(IN,) 08/26/98 640'00 \5. 00 09/16/98 09/16/9.8 · REMARKS: .K_ Cylinders made t,,y PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractots representative, Cylinder~ delivered to PSI laboratory. - CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2260 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ~ ft ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0 .. K. , CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS W.Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F Respectfully submitted, r;J;;;J,al Service Indus.tries, Inc. DAVID JfgJh;--- DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • Sa_n Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 '· L ft~ ii] Information ~w11• ®ToBuild On Engineering • Consulting • Testinfi RE:PORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR .. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 11, 1998 REVISION #1 OUR REPORT NO.: 059-'70202-822 1~· 'FIELD DATA: LOCATION OF PLACEMENT BOATING SCHOOL LAGOON SLAB,-ON-GRADE @ MAINTANANCE BUILDING PERMIT # 97-3-513 : DATE PLACED ·TIME ~SLUMP, IN. ; AIR .CONTENT, % tAIR TEMPERATURE, °F '. CONCRETE TEMPERATURE, °F :DATE RECEIVED IN LAB ·:· FIELD DATA SUBMITTED BY '. MIX DATA SUBMITTED BY August 03,_1998 10:10 am 4 80 85 August 04, 1998 PSI\DAN RAMAGE PREMIXED CONCRETE SUPPLIER DELIVERY TIC.KET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 262335 3033525 NOTE· APPLICABLE ASTM STANDARDS U_NLES,S_Qil:ilIBWl&EJNDJCAIED.:_Sl.l.!MP· C143,90a· AIR CONTENT· C231-91 b· TEMPERATURE· C1064-86(93\· CAPPlt'lG· C1 f?l-93 COMPRESSION TEST RES UL TS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17504 A 7 08/10/98 17504 B 28 08/31/98 17504 C 28 08/31/98 17504 D SPECIFICATIONS 28 · REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ~-l~ ' ASTMC39-94 TOTAL CYLINDER CYLINDER LOAD DIAMETER AREA (LBS.) (IN.) (SO.IN.) 103000 6.00 28.27 140000 6.00 28.27 134000 6.00 28.27 Cylinders picked up by PSI , Test-,r X representative. ft"-~-· --~o C)dinders'.deHvered to PSI laboratory~ __ COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 3640 Cone 4950 Cone 4740 Cone ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94 .. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE IND)CATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F Respectfully submitted, P'{'fe si al S~dustries, Inc. DAVI:~.~ DISTRICT MANA~CE Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ' · t .:..~;, l,iformation ~..,, •. To Build On Engineering • Consulting • Testing RE.PORT OF . CONCRETE ·COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 19., 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPO.RT NO.: 059-70202-843 LOCATION OF PLACEMENT BOATING SCHQOL SLAB-ON--GRADE CENTER ISLAND SOUTH SIDE PERMIT# 97-;35i3 DATE PLACED TIME August 10, 1998 4 1/2 SUPPLIER DELIVERY TICKET NO.ffRUCK NO .. MIX NUMBER AND PROPORTIONS PREMIXED CONCRETE 264160 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY · MIX DATA SUBMITTED BY 5.0 82 87 August 11; 1998 PSI\DAN RAMAGE PREMIXED CONCRETE CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLJCABLE ASTM STANDARDS UNLESS OJHERW!SE JNPICAJED· SLUMP· C1,i3-9Da· AJB CONTENT· C231-91 b· TEMPERATURE· C1 ®.H.6.(ll~)· CAPPING· C1231 .9 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17563 A 7 ' 28 17563 B ,, 17563 C 28 17563 D SPECIFICATIONS 28 'COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER. TEST (lBS.) (IN.) 08/17/98 98000 6.00 09/07/98 09/07/98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ • .JN.) (PSI) 28.27 ~470 _3000 3033525 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI reµ,resentative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. i4't-!I· Cylinders delivered.to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94'. - TECHNICIAN: DAN RAMAGE cc: LEGOLAND ( 4) , BERNARD BROTHERS·, H. 0. K. , Cl TY OF CARLSBAD Respectfully submitted, ~nal Service Industries, Inc. DAVI~i~ DISTRICT MAN:J..cE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Professional Service Industries, Inc. • '6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t .,,,;Gil Information ~.-:111• ~ToBuild.On Engineering • Contiulti!lg • Testing· R~PORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE_ 130 CARLSBAD, CA 92008 August 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-844 LOCATION OF PLACEMENT FUNTOWN BOATING SCHOOL QUEUE WALLS DATE PLACED TIME August 10 ,. 1998 11:15 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 AIR CONTENT, % . MIX NUMBER AND PROPORTIONS 522 CEMENT AIR TEMPERATURE, °F 82 CONCRETETEMPERATURE, °F 88 DATE RECEIVED IN LAB August 11 ·, 19 9 e FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN WATER FINE AGGREGATE COARSEAGGREGATE. ADMIXTURE · NOTE· Af'PLICABLE ASTM STANDARDS UNLESS OTHERWJSE'JNP)CATEP· SLUMP· CU3-90a· AIR CONTENT· C231,91b·_TEMPERATUR~ COMPRESSION TEST RESULTS ASTMC39-94 - SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 17564 A .7 08/17/98 17564 B l 28 09/07/98 ', 17564 C 28 O';J/07/98 17564 D SPECIFICATIONS 28. REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. #·-· l~ . LOAD DIAMETER . (LBS.) 68000 Cylinders picked up by PSI ~-representative. (IN.) 6.00 Cylinders delivered lo PSI laboratory. AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK . 28 .27 2410 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94; TECHNICIAN: DAN RAMAGE cc: LEGOLAND ( 4) , BERNARD BROTHERS, :H. 0. K. ,. CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT B_E INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~=:!ik DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · lft ~ "i/ !reformation ~..:111• ~To Build On· ·_ Engineering • Consulting • Ter,ting REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: . FIELD DATA: MR. DAVID CATTLE LEGOLAND ES~ATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ~2008 August 11, J..998 . PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR_ REPORT NO.: 059..,70202-825 LOCATION OF PLACEMENT FUNTOWN BOATING SHOOL LAGOON STRUCTURAL SLAB "NORTHWEST CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 04, 1998 10:00 am 5 AIR TEMPERATURE, °F 74 CONCRETE-TEMPERATURE, °F 89 DATE RECEIVED IN LAB August 65, 19.98 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY PREMIXED CONCRETE SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO.ffRUCK NO. . 2 6 2 6 51 MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 3033525 NOTE· APPUCABLla.ASIM.SJ.ANQABR.:...\INl.El>S..Qil:IEBWISEJNQLCAIEIMLUME:..~.Qa:.AJB CONTENT· C231-91b· J;EMPERATURE· C1Q64-B6C93l· CAPPING;.Cl COMPRJ:SSION TEST RESULTS ASTMC39-94 ' SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 17501 A 7 08/11/98 110000 6.00 28.27 3890 Cone 17501 B 28· 09/01/98 17501 C 28 09/01/98 17501 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT.BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT 6E REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~al Service Industries, Inc. DAV~~' DISTRICT MANAG Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · Lft "Gi/ Information ~.,,. ®To Build On Engineering • Consulting • Testi~g REPORT OF CONCRETE COMPRESSION TE~T TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 11, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA . _ OUR Rl;PORT NO.: 059-70202-826 LOCATION OF PLACEMENT FUNTOWN BOATING SCHOOL LAGOON STRUCTURAL SLAB SOUTHWEST CORNER DATE PLACED TIME _ SLUMP, IN. . AIR CONTENT, % August 04, .1998 07:30 am 4 ' AIR TEMPERATURE,. °F 6 7 CONCRETETEMPERAljURE, °F 86. : DATE RECEIVED IN LAB ( August 05, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY PREMIXED CONCRETE SUPPLIER DELIVERY TICKET NO.ffRLJCK NO. MIX NUMBER AND PROPORTIONS CEMENT. WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 PREMIXED CONCRETE 262563 3033525 SPECIMEN TEST TOTAL CYtlNDER CYtlNDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS} TEST (LBS.} (IN.} . (SQ.IN.} (PSI) TYPE OF BREAK 17502 A 7 08/11/98 100000 6.00 28.27 3540 Cone 17502 B 28 09/01/98 17502 C 28 09/01/98 17502 D SPECIFICATIONS 28 3000 REMARKS; X Cylinders·made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CA~PED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERN~ BROTHERS, H.b.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PJ;ACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service I 9iM¼k, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · L •'~·•1 Infor1!1lltion ~..,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCR~TE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 14, 1998 LOCATION OF PLACEMENT BOATING SCHOOOL FOOTING DATE PLACED TIME July 31, 1998 01:30 pm ·.SLUMP, IN. 3 'AIR CONTENT, % .l AIR TEMPERATURE, °F 7 0 CONCRETETEMPERATURE, °F 86 · DATE RECEIVED IN LAB August 03, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-831 SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRl:SSION TEST RE~ULTS ASTM C39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST - 17561 A 7 08/07/98 17561 B 28 08/28/98 17561 C 28 08/28/98 17561 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ·- TOTAL CYLINDER LOAD DIAMETER (LBS.) (!N:) 70000 6.00 .. Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSiVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2480 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPEP IN ACCORDANCE WITH AsrM C£17-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE-PLACEMENT. REPORTS W.Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F Respectfully submitted, wsional Service lndustrfos, Inc. DAV7J; R DISTRICT Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l w'li.l:!';1 Information ~-'• ®To Build On Engineering • Consulting ~ Testing· : · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA E~CINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 11, 1998 OUR REPORT NO.: 059-70202-822 FIELD DATA: LOCATION OF PLACEMENT BOATING SCHOOL LAGOON SLAB-ON-GRAD~ @ MAINTANANCE BUILDING PERMIT# 97-3513 . DATE PLACED August 03, 1998 SUPPLIER TIME 10:10 am DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 80 WATER CONCRETE TEMPERATURE, °F 85 FINE AGGREGATE DATE RECEIVED IN LAB August 04, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DAN RAMAGE ADMIXTURE MIX DATA SUBMITTED BY PREMIXED CO~CRETE NOTE· APPLICABLE ASTM STANDARD!,.l.!Nl.E.SliQIBERW)SE IND[CATED·SLUMP:J:Hnoa· AIR CONIENI; C231-9_1b· TEMPERATURE· p1064-8B(93)· CAPPING' G.12ll:.8.3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF .COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH PREMIXED 262335 3033525 CONCRETE NUMBER OR SET NO. {DAYS) TEST (lBS.) (IN.) (SQ.IN.) {PSI) TYPE OF BREAK 17504 A 7 08/10/98 17504 B 28 08/31/98 17504 C 28 08/31/98 17504 D I SPECIFICATIONS I 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Conlracto~s representative. 103000 Cylinders picked up by PSI -~ representative. 6.00 Cylinders delivered to P,SI labora\ory. 2°8.27 3640 Cone 3000 Test results comply with applicable specifications. Test results do not comply wilh applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. Pf/t?Rk DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . l,.~;JinformatiOn ~-"• .To Build On Engineering • Consulting • Testing: REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 16, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-765 LOCATION OF PLACEMENT FUNTOWN BOATING SCHOOL PLAZA WALL FOOTING @ NORTHWEST CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 09, 1998 10:00 am 3 1/2 70 86 July 10, 19,98 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE. ADMIXTURE COMPRESSION TEST RESULTS ASTM c39.94· NELSON & SLOAN 712779 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH TYPE OF BREAK NUMBER OR SET NO, (DAYS) TEST (LBS.) (IN.) (SQ, IN.,J, (PSI) 17404 A 7 07/16/98 57000 6.00 28 •. 27 2020 Cone 17404 B 28 08/06/98' 86000 6.00 28.27 3040 Cone 17404 C 28 08/06./98 87000 6.00 · 28.27 3080 Cone 17404 D 28 08/06/98 97000 6.00 28.27 3430 Cone SPECIFICATIONS 28 30.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by'PSI X representative •. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto(s representative, Cylinders delivered to PSI laborato,y. Test results-do not comply wilh applicable specifications, ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C61 7 e ON F o R TECHNICIAN: DEREK PETERSON Respectfully submitted, Professional Service Industries, Inc. cc: LEGO LAND ( 4) , BERNARD BROTHERS, H. 0. K •. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A·200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 SEP 17 '98 13:52 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.08/09 REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 15, 1998, REPORT NO: 059-70202, 219-77044 (56) ~q 1<( Areas worked:._-=B=o=at:..:R,_.idei:;:;_': __ ...,-~M ... · · =a1=·n=te=nan=·=ce_.1 ... C=h=ar_..g=in=g=S=ta=tio=n,__ ___ -_________________ _ ________________________ % Project Completed: __ 9-5~%~·----~-- Weather: cloudy morning/sunny afternoon Temperature: · 60 °F to 80 "F Roofing foreman: Bill Sellon Crew.Size: 5 Time Worked: 6:30 a.Di.. to ____ 4 __ :00___..p-,-=.m=.""'"·---------- Cant Size: 3 11 Type of Drain: Smith. cast iron Cricket size/siope: 1/2" per foot Deck Type: plyWood Clean: yes Dry: yes Slope:-'-. =l/--=-4 '--' pe="-r=foo=-=-t _____ _ Material Protection: On pallets? yes Covered? yes _ Labeled? yes Dry? _.y-=e--s ____ _ Base Ply: GS Glas base Base Sheet, #25 Attachment: 1" round head nails Spacing: 1811 O.C. two rolls center of sheet-911 0.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three -Application Method: __ s=ol=id=-==-ho=t:..:m=o""-lp ________ _ Surfacing: Type: rock Embedment:--"'h=o~t .... as...,p ____ h __ a-lt _________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.:=MB=F,__ _______ _ Attachment Method: solid hot mop Fastener: l" round nails Spacing: -=-9_" _____ _ Bitumen: Type: Ill Bulle shipment or tarton? __ -c~a=r~to-n~-------- (EVT 11F) Kettle Temp: ___ a.m. ___ 0P 11:00 a.m. 505 °F 1:30 p.m. 500 °F Rooftop Temp.:_._a.m._°F __J2.m. 0P ___p.m. _°F Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: hot asphalt _ Debris Removed: yes Penetrations Sealed: yes _ Test Cut: no -=------- COMMENTS: 1. Laid out cant and nailed with No .. 8 nails. 2. Mastic at drains, rolled out base, let relax, nailed at 18" O.C. and 9" 0. C. at laps. 3. Solid mopped one ply Type IV ply and one ply .poly base at penetrations. 4. Mastic in drain leads and pipe jacks and applied primed the tops. 5. Nailed box to wall flashings. 6. Solid mopped modified cap to roof. 7; Solid mopped modified cap to watt flashings and nai[ed 9" O.C. 8. Installed drain rings and mastic at pipe penetrations. 9. Solid mopped added gravel. - PSI INSPECTOR: Bert Mantik Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 I -1 Page_1_of_ INSPECTION REPORT CLIENT l e:tao t-,+ ~ I:> DATE 5~ !I-9 f2 Architect _______ ___,.----------- Engineer _______ --'------'--~---'-~ INSPECTION MAT'LSAMPLING QTY -OSHPD __ Concrete-Cylinders -- _osA ,_-_Cement --5< Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical -.-Masonry Prisms __ Roofing __ Masonry Block --__ concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving ___ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _-_Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) L§Ieo La wi"> · (Address) C#.g 1 :,BM u'J, Ri=PORT NO. CZ;,9-701-9'---59~ A- Building Permit No. ---·=A.J,,,.f'lc,..;·._,. __________ _ Plan File No,---,.-----'-,,----------- Govt. Contract No. ______________ _ OSA or OSHPD #------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _-_. -. Rinf.: Rebar -_ Plan & Specs ___ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi __ Sizes ___ Cone.: Mix #/psi _._Laps __ · Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi . _ Consolidation __ Mortar: Type/psi _ Mortar Batching ____ Units: Block _ Electrode Storage __ Units: Briqk _·Torque Applied __ Steel ·_· _ H.S. Bolts - - __ Metal Decking -. _ Electrodes _ Fjreproofing .:,... Other ~!!:i-~sn~ "'TT:.-w;.Ill!,,lki _ Corrective action required __ _ Corrections completed sm a..n ,v L:, _ -~ . , : oo P IY':_ (£, b-o S>s, Y l:'2"' f9L k, r::r::::Y:. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the'building codes. This report.covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME u;~~--.:. ~'"'J;:: (Print cierui;i INSPECTOR SIGNATURF ~ """-= CERT. NO. _______________ _ PSI-B-900-170(2) Page_1_oL.l.. INSPl:CTION REPORT .PROJECT (N~me)__....L_e_,+Cl=-· -'-"Lr'-'---"-->....:::,d..._· · __ CLIENT_....,/=a...:ec--,1,......,o ___ _ DATE_..._?-_._!--"'"-D_-_'7 ........ 8...___~ Architect ___ tf--1--. ..,.Q ___ ..,,.[ __ --'--_---,-___ _ Engineer___,_J/ldJ<-r": ........... ,<L.J.i-"3~""--'--'of-,__,_/?i..L.....1-4. ~"-'-: =-:.:..I~=·'--·.;,,,~:·...,_-'- Contractor. __ _.,J3_..,___i3'"""'-""""C=-,· _______ _ INSPECTION MAT'L SAMPLING ~ __ QSHPD v"' Concrete Cylinders _OSA __ Ceme_nt --__ Specialty __ Mortar Samples ---- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing ___ Masonry Block --_L.concrete __ Fireproofing -- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone _._Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands} -- __ Soils Technician __ Other ----- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS (Address) _____________ _ Clfi?lsBmY c; I REPORT N0. __ '7~b_Z-....;Oa....aZ:~· -_&/2 __ ~__,Y'--- Building Permit No._· ___ tj'_.7.___...5 .... S:~l .... s>_..;..-__ _ Plan File No. _______________ _ Govt. Contract No, _____________ _ OSAor ~HP,9 # . Other J-,, 11 /&t,.J.u ' MATERIAL DESCRIPTION -./ Rinf.: Rebar 11-"57' t:!:J A Ca.\~ _ Rinf.: W.W.F. _ Rinf.: Tendons ,.....-Cone.: Mix #/psi ttt;7_ '7./2 O~ _ Cone.: Mix #/psi / _ Cone.: Mix #/psi _. _ Grout: Mix #/psi _ Mortar: Type/psi _ Units: -Block _ Units: Brick _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing - _Other .. INSPECTION CHECKLIST Vp1an & Specs V Cle_arances ~sitions Sizes __Llaps ~uture Continuity #/psi _ Consolidation _ Mortar Batching · _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best-of our knowledge, all of the reported work, unless otherwir;;e noted, substantially complies with appri;,ved plans specifications and applicable sections of the building codes. This report covers th~ locations-of the-work inspected only and does not constitute engineering opin- ion or project control. · · CERT. N0._3 ....... £~f..._$,,___ __ 7 ____.5 ...... 12"--=ft_J __ £;'--f/'---__ DATE....,,.,_._S?~-L-al/O.,_~_j+-2 _______ _ PSI-B-900-170(2) -. ~ :_ ... -.... ---.:, ...... ,. ~ .... ':.._ ,- Page_1_of-1 INSPf:CTION REPORT PROJECT (Name) ..... /.e"'-=-1-/..:;.0+-/4.:;..<.19-11...:;..· """"'J:::;__ __ cuENr___.Lc;;;;;;__e7-#-o...___ __ - 0ArE __ f_-_1i ..... o_· ~--ff_.._____.;_ Architect __ __,__fl...__..,.O....__.K:e~----------- Engineer_-t'J/lt-'--"-...... 1t7ii=~.V"-----r__.__OZ __ ~-~....,._I,_.,.,~"'-· -----'---"---- Contractor __ ~l3'4,,C...-(c6=:::i>-~C-=--------- INSPECTION MAT'LSAMPLING QTY __ OSHPD ...L. Concrete Cylinders ~ _OSA __ Cement --__ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- /'concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -·-- __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) ---- __ Soils Technician __ Other ---- __ Batch Plant __ Other --__ Bolt Pull-Out __ Other (Address) _ _,,_ ___ __,. ____ .,,,.__ ~</sd#li &. REPORT NO. __ -r-7-"'-0 ___ 2'--.o'-"'z,"---...... B=-z,...,,it,'---';::f'---'-. _ Building Permit No. _____________ _ .Plan File No.-.... -----'-------------- Govt. Contract No.-----------'------ OSAor OSHP2:= Other & ""~ MATERIAL OESCRIPTION ...L. Rinf.: Rebar J'tS'tw-,. AJQ !~ ____ Rinf.: W.W.F. _ Flint.: Tendons / Cone.: Mix #/psi~l'l~-l ~7C"~ _ Cone.: Mix #/psi I ____ Cone.: Mix #/psi ___ -Grout: Mix #/psi · _ Mortar: Type/psi _ Units: Block _ Units: Brick _Steel _ H.S .. Bolts - ___ Metal Decking _ Electrodes _ Fireproofing _-Other INSPECTION CHECKLIST ./ Plan & Specs __ Clearances /Positions .L Sizes _Laps _ Future Continuity #/psi --.!!!' Consolidation _ Mortar Batching Electrode Storage ___ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. - CERT. No._3'-5....__._.3~7_..,<g._____9:..r.,;..c.'f) =H-_~_,£"""--L-I ___ _ DATE..,.__ -,--,,--::0~-.....1.\.-Q:..._-_,-'-:8"'-'------- PSI-B-900-170(2) INSPECTION REPORT CLIENT_ ..... L __ ~-1~0 _____ _ DATE_~<[_---=-3-~_C, ___ <2 ____ _ Architect._ __ t/'---"___;;;0-=/C.=--· -----,------- Engineer~J('d,__~*te.~~t~~~--o/: ___ .,£.01.___._· -=--A-tt-:~-t-<........:::~=----'---- Contractor. __ ~'3~-l.,.,__?-.L-.,,~------"----- INSPECTION ~SAMPLING ~ __ OSHPD oncrete Cylinders _OSA __ Cement __ specialty ___ Mortar Samples --·-__ Mechanical ---Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- _L.concrete __ Fireproofing -- __ Masonry __ Units (block or brick) --__ Struct Steel · __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reint Steel -- __ Fireproofing __ Steel --·- __ Waterproofing ___ H,S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ $oils Technician __ Other -- __ Batch Plant _._Other. __ Bolt Pull-Out __ Other -- PROJECT (Name) k'JO /4.x,c:1_· (Address) 1 7 , · u:; {,sw, LR REPORT NQ. ___ 7-#------0_'2..-______ 6--":Z,..,~--8_2._?~ Building· Permit.No. ___ _._'?_7.___.3..._~=--l.:_-~ ..... ---- Plan File No·--------'------------ Govt. Contract No. ________________ _ OSA-or Q.SHP~ - Other tv r-I CW r\. ~ATERIAL-~g_RIP;fN S _ Rinf.: Rebar _ "]/1?1 vi _ Rinf.: W.W.F. _ Rinf.: Tendons - L.. Cone.: Mix #/psi~03·H'"' $/I'~ _ Coric.: Mix #/psi I __ Cone.: Mix #/psi . INSPECTION CHECKLIST _$_ Plan & Specs ~ Clearances 1 Positions ~ ), Sizes 1Laps _ Future Continuity #/psi _ Grout: Mix #/psi · _ Consolidation _. __ Mortar: Type/psi _ Mortar Batching _ Units: Block . _ Electrode Storage _ Units: Brick _ Torque Applied _·Steel _H.S. Bolts _ Metal Decking __ Electrodes __ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and appli~ble sections of the building codes. This report covers the locations of the work inspected only-and does not constitute engineering opin- ion or project control. · INSPECTOR NAME 'n V/:n~f'bao f'r-"?; • ~) INSPECTOR SIGNATUR,/~ ,~ PSl·B-900-170(2) , CERT. NO,,-J-3:.....S" ....... 3''-j+--~~+'-SJ>~_:/4~3-S::1--r/--7 DATE~ __ ?..w--....... 3.L.--__,?µ.?'------ ~·,. ·--" .·, --: .. f>ageJ_of_ INSPECTION REPORT Architect_._t6 .... att:.==---------------'-';~=i.i/l.'"'"', __ --'--- Engineer /1U,,2.zt"'"" INSPECTION MAT'L SAMPLING QTY _OSHPD > Concrete Cylinders _s__ _OSA _. _Cement -- __ Specialty ___ Mortar Samples -- __ Mechanical ___ GroufSamples -- __ Electrical __ Masonry Prisms __ Roofing, __ Masonry Block -- ~Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone _._Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) "'5-ko L&<1rd> (Address) ML< ~-a.;u, t3,,t REPORT NO. "59-7o2=P'- Building Permit No.--~------'------ Plan File No. _______________ _ Govt. Contract No.-------'---------- OSA ·or OSHPD #--------,-------- Other &.,...,,p""',.e,;, &tatvb sc.lloo'-ss MATERIAL DESCRIPTION INSPECTION CHECKLIST >c Rinf.: Rebar d(;.i 5 -(~ fac> J,, Plan & Specs _. Rinf.: W.W.F. . ~ Clearances __ Rinf:: Tendons + Positions :< Cone.: Mix #/psi ~·:r.1:: / Sizes ___ Cone.: Mix #/psi · / _Laps ___ Cone.: Mix #/psi _ Future-Continuity #/psi ___ Grout: Mix #/psi _ Consolidation -·-. -Mortar: Type/psi _ Mortar Batchin~ __ Units: Block __ Electrode Storage __ Units: Brick _ Torque Applied · __ Stel:ll _._ H.S. Bolts ·_. _ Metal Decking __ Ele9trodes ___ Fireproofing __ Other _ Corrective action required __ . _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work,. unless otherwise noted, substantially·complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected.only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME #b?t-<:Of: ? ~so,v CERT. NO. O(J80981-BI:: (Print Clearly) INSPECTOR SIGNATURE? /~4. '. DATE Es~ 1/-9 ~ PSl-8-900-170{2) INSPECTION REPORT CLIENT £~tleo LdA.-?> DATE Z-2 ?-?S Architect tfoK Engineer d?/14--'.Cltv Contractor. dS7t./1,zf tt.b5 5t?o&o-2?S INSPECTION MAT'LSAMPLING _OSHPD _ Concrete 9ylinders _OSA _-_Cement _Specialty __ Mortar Samples _ Mechanical _ Grout Samples _Electrical _ Masonry Prisms _Roofing _Masonry Block ¼...concrete __ Fireproofing _Masonry _ Units (block or brick) _Struct Steel _Asphalt Concrete _ Prestress Cone _Roofing _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel _Waterproofing _H.S.Bolts _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other _ Batch Plant _ Other _ Bolt Pull-Out _Other .. REMARKS QTY -- -- -·.- -- ---- -. -··- -- -------- -- -- PRO_JECT (Name) LA{;,o ~1? (Address) CW~MO~ REPORT NO .. <:>Sc?-702..0~ -'80~ ,A Building Permit No. --'-9_7_·-___________ _ Plan File No. _______________ _ Govt. Contract No. ______________ _ OSAor OSHPD #------------- Other futvr:ow.v ciottn&&e scdc:?o '-L4&co MATERIAL DESCRIPTION INSPECTION CHECKLIST X"Rinf.: Rebar /l(d,,S & tn d. Plan & Specs _ Rinf.: W.W.F .. ~ Clearances ___ Rinf.: Tendons .2s.. Positions _ Cone.: Mix .#/psi .::::S:..Sizes _ Cone.: Mix #/psi XLaps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidatio _ Mortar: TyRe/psi · _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Deckir,g . - _ Electrodes -. Fireproofing _Other _ Corrective action required __ _ Corrections completed 2/!ffC.LdG / t'k5"A:-ff:17'QIU ?4<2v1t> 072 A:?14--~ Pt:;..4~ eP. .-7 z:z2 ~ .??!> J (?-:CZ-: J><,A/2{.$, a/~ 0 ,,,, OCJ.::f"l-v,, CERTIFICATION OF COMPLIANCE: To the best of .our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME~ . p ~ (P t Clearly) INSPECTORSIGNA=~ = PSI-B-900-170(2) DATE ?-Z?-f/$ ,· Page_1_of_ INSPECTION REPORT CLIENT L(e'7,p(;;J ~,p DATE 7-7--8 -fll Architect_-<.;µ,'-'o:::.,;;::~=---------------- INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _QSA _._cement --__ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical · ___ Masonry Prisms --__ Roofing __ Masonry Block ----X Concrete __ Fireproofing ---__ Masonry .--Units (block or brick) --__ Struct Steel __ Asphalt Concrete --· __ Prestress Cone __ Roofing· --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing _H.S.Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant ___ Other. --- __ Bolt Pull-Out __ Other. -- REMARKS PROJECT (Name) 4-l?::k o L,Ae-,1') (Address) ~SM..I) ~ REPOR_T NO. o'5£-'?o?ui--f:JD1 Building Permit No. __,_...,_7_-_________ --'-_____ _ Plan File No, ________________ _ Govt.-Contract No.--'---~--'-:----------- OSA-or OSHPb #----''------------- Other nu,,n?wµ 6.DAP"-'l:, W(C'CC... ,a-nfA.//Bt.2 MATERIAL DESCRIPTION INS.PECTION CHECKLIST >< Rinf.: Rebar.4~""5' &,12-I, o/4,z, ..=s::::. Plan & Specs __ Rinf.: W.W.F. ->.. Clearances _ Rinf.: Tendons ""°' Positions __ _ Cone:: Mix #/psi ...-\" Sizes __ Cone.: Mix #/psi ·>Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _. _ Mortar: Type/psi _ Mortar Batching· _ Units: Block _ Electrode Storage _ Units: Brick __ _ Torque Applied _Steel _H.S.Bolts _ Metal Decking __ Electrodes _. Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the reported work, unless.otherwise noted, substantially complies witn approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO. t:Jt3f3ot/Bt-eCZ> PSl-8-900-170(2) l •J Information • ®ToBuildOn· Page_1_of __f:. Engineering • Consulting • Testing INSPECTION REPORT cuENT __ L.--...e~c='-o ___ _ DATE _ _.{t""""r,?"'----'7'----'7..__._7" __ Architect )-/ Q K- I Engineer kY7,1,, 112- Contractor. 23-3-{_, INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -··--__ OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical ___ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reihf. Steel __ Fireproofing __ Steel __ Waterproofing _· _ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --- __ Batch Plant __ Other ....aL Bolt Pull-Out __ Other PROJECT (Name)_L~e""""'-'G .... ~__...~ .............. ---· -- (Address)_::::,,-r---,-------Ge/4~~~ c;_ REPORT NO. 70202 9,:::-'-? ·---->-.:;> Building Perrnit No. Plan File No. Govt. Contract No. OSAor OSH~lz! Other £"" c,-r...,A.J 6'--7.:;:J ~~ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _. _ Rinf.: W.W.F. _ Clearances ___ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Con9.: -Mix #/psi _Laps ___ Cone.: Mix #7psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _. Mortar: Type/psi _ Mortar Batching -. __ Units: Block _ Electrode Storage _ Units: Brick -;;t!-::/711LJ;t r Torque Applied Jz"' ~-JI,,-~Stee~¥ _H.S.Bolts _ Metal Decking _ Electrodes _ FireproU:Jf' ~Other t _~ HI,.flY _ Corrective action required __ (<;"a _ Corrections completed REMARKS ~ , ,... , , ~~~~~~~tti= ~~£.,~ ~l< £r=cs ! tl1 l+1 . t:f1T H--P-1~ ~~~,,2-<c,~ lz ,__ ~b -Rf' ;s_ . I,,,_.., sJ;;,;./,.,s stee.,/ .A-;J .fh..-. de; I~ s:rk: ~._~ 7y~ ~ » td.. ~ . , Ct~,-°i! ~l~P ~~ m ~j ~~-~:fol~ ff-4~=~= . .~· l ~. ·~. ~ ~i'i/±., CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This reportcovers·the locations of the work inspectep only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME v~~~ CERT. NO. SP~~ INSPECTOR SIGNATURE PC4?cO~ DATE /1)-q,..qy I PSI-B-900-170(2) l ;/ lriformatwn • ,,To Build On Page_1_of _J_ Engineering • Consulti,:ig • Testing INSPECTION REPORT cuENr_L __ e_@_o ___ _ DATE _ _,,__/0_-_7_-_C,_~ __ Architect __ _,_/_.---/...,_......,Q=----,.,...../C ______ _.,, __ Engineer ___ ----"l(Y/ _ _,_-'o:-'--..... oJ~_,_ _________ _ Contractor. ___ ~6---"__,.jj>..,___,C=----------- INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical · __ Masonry Prisms --__ Roofing __ Masonry Block __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ .Steel -.-- __ Waterproofing __ H.S. Bolts --· __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _· __ Other -- __ Batch Plant __ Other. -& salt Pull-Out __ Other --·- REMARKS PROJECT (Name) (Address)---=,-----,---------,_.. Ctrt&k/5~ I Zl REPORT NO. ___ /.,c-..,,,,0.e-Z..-=:...,:::0;._-Z..=·:;_---'-7_~_/_ Building Permit No. _____________ _ Plan File No, __ __, ____________ _ Govt. Contract No.---------'------- OSA-or OSHPD # · · • Other ~ h1-&.u 2 -&1itb.llJ6. ~S::CH'o¢ L MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar L Plan & Specs _ Rinf.: W.W.F. _K Clearances _ Rinf.::Tendons _ Positions _ Cone.: Mix #/psi _)L Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi· _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _. _ Mortar: Type/psi . _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel __ H.S. Bolts _ Metal Decking _ Electrodes I _. _ Fireproofing i _L ~th;~ tf}f ~~':d Corrective action required __ _ Corrections completed : j t I ?oLG 8,t-Se6' X ~!/c:ws ' ~i?ox O ! H :C:' TI H Z T--H Y /5"°"0 e._ .) CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codE/S. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMF "'b. h:::h ?lf-ro--~2 (Print Clearly) :~,~~~t;;;~,R SIGNATURE~ 2:a ~ CERT. No._.""""1..c...£J""'-__ 2_2:'---__.s:«->~OC--#___.E __ r-=-s:-"'-1/ __ _ DATE _ _./"-"t)"'--.--~7_.-_j-L-<t.%--_____ _ RE'PORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE. LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 05, 1998 PROJECT:. LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-547 .. ·-· ---····-·-----·----~ ...... --------~ --·----------------·------·--· ---------.. . ---· --------------··--· ------ LOCATION OF PLACEMENT BOATING SHCOOL WALLS DATE PLACED April 22, 1998 SUPPLIER TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DEUVERY TICKET NO.ffRUCK NO: MIX NUMBER AND PROPORTIONS CEMENT - WATER DATE RECEIVED IN LAB April 23, 1998 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY NOTE; AePJ.lCllaLE ASJ.M.SJANDARDS,UNLESS OTHE8WlSE.JNDICATED: SLUMP •. CH3,90a; AIR CONTENT; C231,91 ~; :(EMeER,'.\1.URE~ C1JJ6.4-Q6(93)~C/ll:P..IN.(l~C.123,1:93 _____ • . . _ __ _ __________ ·-·· •••. LABORATORY NUMBER 16876 16876 16876 16876 I SPECIFICATIONS ; - REMARKS: . . ------· -·----------------· .. COMPRESSION TEST RES UL TS SPECIMEN ; TEST . IDENTIFICATION: AGE ! DATE OF OR SET NO. ; (DAYS) , TEST -·--··-···-1, .... --·· ... -. --· A B C D 7 I 04/29/98 I 28 '05/20/98 28 05/20/.98 28 Cylinders made by PSI representative. Cylinders made by Architect's or Contraclo~s representative. ASTM C39-94 89000 , 105000 101000 CYLINDER DIAMETER (IN.) 6.00 6.00 6.00 Cylinders picked up by PSI representative, Cylinders delivered to PSI laboratory. CYLINDER I' COMPRESSIVE AREA STRENGTH (S.Q; IN.) (PSI) 28.27 28.27 28.27 3150 3710 3570 TYPE OF BREAK Cone Cone Cone Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD &:::"onal Se~ic~c THESE TEST RESULTS APPL y ONL y TO THE SPECIFIC SAMPLES TESTED AND MAY NOT aE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION av PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID . YAN,~~# DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-'0544 • Fax 619/455-1170 ..... OCT 23 '98 11:32 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.04/12 .- REPORT OF DAILY BUJLT-UP ROOFING ·JNSPECTION OWNER: Lego Land Est~tcs, Inc. PROJECT: Lego Family Park USA Cannon Road. Carlsbad, CA GENERAL CONT~CTOR: Bernards Brothers Construc;:tion SUPERINTENDENT'S NAME: ChuckSchnejder-. ROOFING CONTRACTOR: Hayden Roofing Company DA TE: October 1, 1998_ .,. REPORT NO: 059-70202, 219-77044 (62) _cp} Areas worked: Boat Ride/Boating Maintenance ___________ . ___ % Project Completed: ___ . ______ 9 __ 5,_,,_a ___________ _ Weather: partly cloudy Temperature: --=-60....___"F to 75 "F Rboting foreman: Bill Scllon Crew Sizc:L......J'ime Worked: 7:00 a.m. to...,....3 __ :o __ o..,p .... m=·------------- Cant_ Size: 3" Type of Drain: __ S __ m __ i=th=--_____ . __ Cricket size/slope: 1/2" per foot Deck Type: steel .Clean: yes Dry: yes Slope:--"'"'1/-=4 .... "_-p=e.;...r _,_,fo"""o=t ______ _ Material Protection: On pallets'? _yes Covered? yes Labeled? yes Dry?_.y..,::::;e.._s ____ _ Base Ply: GS Glas base Base Sheet, #25 Attachment: 1" r01.ina head nails Spacing: 18" O.C .• 9" O.C. at laps Roof Ply T).'.pe: Flintglas Type IV and GMS Roll Roofing Spe~ification No: GMS-2-3-III Modified Number of Piles;. · Three Application Method:__.s=o=li=d.,,,h=o-"-t rn=o .. p _______ _ Surfacing: Type: rock Embedment:__,,,s=ol=id=-==-ho=t,._,m=o:a.1p _________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec;# . ..:.=M=B=F=---------- Attachment Method: solid hot mop Fastener: .I" round head nails Spacing: 9" O.C. Bitumen: Type: III Bulk slnpment or carton? ___ c===a::.rt:::::o:.:.:n'---_______ _ (EVT (IF) Kettle Temp: 9:00 a.m. 480°P 10:30 a.m. 500 °F 1 :30 p.m. 510 °F Rooftop Temp.:_ a.m._°F ~.m. °F __.__p.m. _°F Edge Metal Type: galvanized Gauge: __ _.;;;2 ..... 4 __ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: ----'n=/--·a ______________ __,. ___________________ _ Debris Removed: _y._e=s ____ Penetratiol)S Sealed: ........ Y...:::e=s ____ Test Cut: --=-=n=o ______ _ COMMENTS: 1. Laid cant strip and nailed with No. 8 nails. 2. Mastic in drains and rolled out base sheet, lel rel.ax, and nailed to Specs . I• ' 3. Solid mopped one ply Type IV .ply sheet. · . . ! . 4. Nailed base to walls or mer.al edge where necessary. 5. Solid mopped Modified cap into place. 6. Solid mopped Modified cap onto wall fl~<iliings and nailed down. 7. InsLall drain rings. . 11 I 8. Solid mopped rock at 5 bags pe,r square. PSI INSPECTOR:-Bert Mantik r I I Pmfcssiollll.l Service Industries, Irie .. 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 REPORT OF CONCRETE COMPRESSION T_EST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND E$TATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OU~ REPORT NO.: 059-70202-42;3 LOCATION OF PLACEMENT RETAINING WALLS FOOTINGS @ BOATI:t,IG SCHOOL LAKE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 19, 1998 01:30 pm 3 3/4 March 20, 199$ PSI\CARLOS·HERNANDEZ ,., NELSONi& SLOAN SUPPLIER DELIVERY TICKETNO:/TRUCK NO. Ml)< NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE CQARSE AGGREGATE ADMIXTURE NELSON & SLOAN 685608 522 COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16612 A 7 03/26/98 16612 B 28 04/16/98 16612 C 28 04/16/98 16612 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTM'C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 71000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to·PSl'laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 25:1,.0 Cone 3000 Test results comply with applicable specifica,tions. Test results do not comply with applicable specificatio~s. ALL CYLINDERS CAPPED IN ACCORDANCE WXTH A9TM C617-94. TECHNICIAN: CARLOS· HERNANDEZ. cc: LEGOLAND (4), BERNARD BROTHERS, H,O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, CJ!i::!l}.I Servi• Industries, Inc. DAVID J.~ , RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of _l INSPECTION. A~PORT CLIENT ________ _ DATE __ 0.;..._3_-..,_J~-'-------q-=5~·-- Architect_Ho_· -~--S-'-rrtJ_D_t_o_€.._· ______ _ Engineer_M.;....At2-n-'----'-_t-l __ ,_D_v....,.H_N_----'----- Contractor._B_;;_~...;._.._A£.P-"--"--=-J'_· -=-8..c.-~+. J'"'--Co.;:;...._AJ_;;_S,P.---..a:..·' -,--:::..LO=-.;...,. ____ INSPECTION MAT'LSAMPLING QTY _OSHPD Lconcrete Cylinders -*-_OSA _.cement -·- _Specialty ·-Mortar Samples _Mechanical _Grout Samples _ Electrical _ Masonry Prisms -- _Roofing _Masonry Block -·- Vconcrete . _ Fireproofing -- _Masonry ·-Units (block or brick) -- _Struct Steel _. _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel _ Fireproofing _Steel -·- _Waterproofing -. _ H.S. Bolts -- _ Non-Destructive _._Tendon (PT Strands) -- _Soils Technician _Other -- _ Batch Plant · _Other --_ Bolt Pull-Out -_ .. Other --· REMARKS 1JtVR._J 0/(v/ 0.? -l'f-9!> PROJECT (Name) LE6olfo-l{) -ib4uA..t;,J (Address) f ~60 DI!-. . C~SJ3A:D CA. . REPORT No._· ---.-· tJ.---S'i.;_,,.._._70_ 1 u __ 2. _-....,,=f6'-=-.....C.3 Building Permit No. ---'--'-'---/J__._V,_A..;__ ______ _ Plan File·NO,-,-----,------------ Govt. Contract No.----,-,---'------------ OSA orOSHPD #----"------------- Other...,_--'-----~--------------,- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ~n&Specs -. _ Rint: W.W.F. _ Clearances _Hint.: Tendons , _ Positions LConc.: Mix #/psi 52f~ooo -. _ Sizes _ Cone.: Mix #/psi. _Laps __ Cone.: Mix #/psi . _ .Future Continuity #/psi _ Grout: Mix #/psi · _ Consolidation __ _ Mortar: Type/psi · -. Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _. __ Steel _H:S.Bolts __ Metal Decking _ Electrodes _. _ Fireproofing . _· Other _ Corrective action required __ _ Corrections completed -5ftu m I NJP/i;(:.:(lo If PR-0 v 1 /Jlu:J ~If PU1CGM ~r or ~CPt--11:. 11 1 x # 5"2.Z. 1oR. PooTttJG,S ft;f. fiWtttJIIJv t(/lrUJ ,tr IJOA17Nft Jctb)t.., {f fr:;µ/70WN. To77,c_ I Of-45 (:J/f)J (A?f/4-0)<.) 5tJff'UUJ i;y N4/0f/ f Jcoft,V, 04£ ~ o;:: 1 CtJ/./- Cf-.lU7Z (/llll-/Df,/Jd M/tt:>£;. . fo~ . et'}M/'afflOJ./ $5r. db~ /'a_ f,'~J, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the,rE1ported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building cocles. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME (,fb.,oJ ~" btMoe-z // <~~ -;;;J-INSPECTORSIGNATURE~ ~~~= PSl·B-900-170(2) 7 ~ .· "', . (Y7{ /'C-UJ,C. fl c.. CERT. NO._=:... _____________ _ PATE..,,...,,.,~P,_'-'_-_1_r_-_r_1 _______ _ -. ··: '"'f':"': Page_1_of J_ INSPECTION REPORT CLIENT Ltifa?o lA-tv J> DATE--0--~'~5--~9~B.._ ____ --'-_ Architect_5..:;;..;...:cA""'s""'-'--""""-----------""----'-~--- Engineer_~~----------------- Contractor. 51,ne ,v /42 r> s INSPECTION MAT'L SAMPLING QTY __ OSHPD ___ . _.Concrete Cylinders -- _OSA _·_Cement -- ...;;L Specialty _._ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -·--x Concrete ___ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing · ___ H.S. Bolts -- __ Non-Destructive __ . Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS PROjECT(Name).~Lt.....,a.=o"-'--->=lA=1v~D.__ ____ _ (Address) ~lS ad-,() 01, REPORT NO. as,-7<JUJ~ -3'7(;, Building Permit No ..... ~""'A .... ___________ _ Plan File No. ________________ _ Govt. Contract No.---'-------------- OSA or OSHPD #-'------------- Other §OATZNb S(/./pqL-E[l!,S. MATERIAL DESCRIPTION INSPECTION CHECKLIST ---2:::.. Rinf.: Rebar ~th-~.c.:-bO .2:... Plan & Specs __ Ririf.: W.W.F. >< Clearances __ Rinf.: Tendons· --3;-Positions __ Cone.: Mix #/psi ~ Sizes ___ Cone.: Mix #/psi Laps __ Cone.: Mix #/psf _ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ __ Corrections completed SC .. /:;tpoL; Wd L,.t -6?017.Y e;;,S , &:Cl' q& A UY 6 f><. l"/A/-S &: LddaL CERTIFICATION OF COMPLIANCE: To the best of our knowl~dge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE_,~~~-1------../--.l...!-==~ PSI-B-900-170(2) CERT. NO. OEJe,Q? Bt SB l ra~ iiJ Infon-:zation ~~• *To Build On Engineering • Consulting • Testing REPORT. OF -CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 16, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-765 LOCATION OF PLACEMENT FUNTOWN BO,ATIN~ SCHOOL PLAZA WALL FOOTING. @ NORTHWEST CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT,% AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 09, 1998 10:00 am 3 1/2 70 86 July 10, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER l,)ELiVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE. ADMIXTURE NELSON & SLOAN 712779 522 NOTE· APPLICABLEASTM STANDARDS UNLESS OTHERW)SE INDICATED· SlllMP· C143·¥Qa· AIR CONT_ENT· C231-ll1b· JJ;MPERATURE· CJ064·1!6CQ3l· CAFPING· C1231·~3 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 17404 A 7 07/16/98 57000 6.00 28.27 2020 Cone 17404 B 28 08/66/98 17404 C 28 0$/06/98 17404 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. X Cylinders P!cked up by PSI representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratpry. Test results do not comply, with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK P~TERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE'OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 (4lF Respectfully submitted, ~~ 1 /_d_u_s_~_fu~fu~ DAVID J. 'i, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of __ · INSPECTION REPORT CLIENT <'.'.'.e:ko LA&Z? DATE 2-'l....1-"i-:$ Architect_-'-I-I.'--""-'.__-----------'----- Engineer MA-iL-DtY INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders --_OSA _-_Cement -- __ specialty __ Mortar Samples ·--__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- ~oncrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete __ Prestress Cone _-_. _ Roofing .. __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel .. __ Waterproofing _· _ H:S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other. -- REMARKS '"Foo TI IV{,, . L,ric S ZBS. PROJECT (Name) L1:r{?o l.4-NI";) (Address) C!ALLsiYfD Q:1, --; rl / / REPORT No. t:)5?-702.DL / c.'> v I Building Permit ~o. _ctc,..7-£-.::..,._..,-3'-"'5..!../_,.3"------------ Plan File No ..... -----------'------- Govt. Contract No.-------------- OSA or OSHPD #------------- Other 6aA--nu;, SLt'-foo<- MATERIAL DESCRIPTION INSPECTION CHECKLIST ><-Rinf.: Rebar ACd5 /1>2 6.Q I ~ Plan & Specs __ Rinf.: W.W.F. -',.. Clearances ___ Rinf.: Tendons -A-Positions _ Cone.: Mix #/psi ~Sizes __ Cone.: Mix #/psi 2s:..Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied ____ Steel · ___ H.S. Bolts ___ Metal Decking __ Electrodes ___ Fireproofing _Other _ Corrective action required __ ·_ Corrections completed 5~$ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF~B7L$7G. 2 V¢f17;[JL-SO/J (Print Clearly} p_ INSPECTOR SIGNATURE "'72~_ e~~ PSI-B-900-170(2) CERT. NO. (28t%29Sr$8 DATE 7-Z-1-98 Page_1_of_ INSPECTION REPORT CLIENT Ll,'.ft;,Q LA i'-'i> DATE J-Cr 9 '$ Architect_"-'--"'-'.)-------------------'- Engineer no A t?-D I\.) Contractor. nu:rz..o ;,qg__:r::,~., INSPECTION MAT'L SAMPLING QTY · _QSHPD __ Concrete Cylinders -·- _QSA __ Cement -- __ specialty __ M9rtar Samples -·- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prism$ --·- __ Roofing __ Masonry·Biock -- ..l::5._Concrete ___ Fireproofing __ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt ·concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- ---Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other --·- __ Bolt Pull-Out __ Other REMARKS QC.. PROJE:CT (Name) L..1;[7;, o L.A-e D (Address) C&+::a---c.s Be-D C.M , REPORT NO. zy-~<"1 ·7 Q 2 0 'L Building Permit No . .,,.."1"1'-ft....._ __________ _ Plan File No, _______________ _ Govt. Contract No. _____________ _ OSA or OSHPD #-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ....k-Rinf.: Rebar tl: folS -~.~ !.2 o ::::__ Plan & Specs __ Rinf.: W:W.F. ....:::::.. Clearances ___ Rinf.: Tendons _.:::. Positions __ Cone.: Mix #/psi ~Sizes __ Cone.: Mix #/psi _>-Laps _._ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching ___ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other Corrective action required __ __ Corrections completed \$ TP 4DI> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of. the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME =t)_,........_,,m,=-..... ffi ..... L.,.,,,__,_? __ Y'--XS[7cl"Yl---',-""-'-~'>~O~~-- (PrintCS \ INSPECTOR SIGNATUR~_,.,_j"""-'-___ j? ____ .....;\f--'b=---_ ..... sC::)-_-. _ PSl·B-900-170(2) .DATE "1 -b ~ <i'S l -, Envin>nmental as: Geotechn~cal •-~ Construction Page_1_of_ Consulting • Engineering •·Testing INSPECTION .REPORT CLIENT Lt!lko tdNT> DATE ?-7-f~ Architect._.:..H'--'0=1tt..=------'--------------'---- Engineer mt?a:atV Contractor. Btfll-.A44cl?S 84-onrr-,xs INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty __ Mortar Samples -- __ Mechanical _._Grout Samples --· __ Electrical _, _ Masonry Prisms ---__ Roofing -.-Masonry Block -- .2C....Concrete __ Fireproofing -·- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _._Roofing __ Pile Driving _. _ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing ___ H.S. l;lolts ,-.--· __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other --· __ Bolt Pull-Out _._Other -- REMARKS P &DVI D c.ro . ('--a& 4-T f<inNf-:AU--• b< <2 PROJECT (Name) ?<a-&> L,,./Vb (Address) M,<µ ?irii:> Cd, .--7/yC REPORT NO. 0$9·70202 Lf.v, _ Building Permit No . ...!."9,.ltJfi~~·-.:,__ ________ _ Plan File No, ___________________ _ Govt. Contract No.---'---------'--------- OSA or OSHPD #--,------------ Other 6,.,,t.mxvu Ooem&:'= sL.Hoe><,. P"-e? 4· MATERIAL DESCRIPTION .INSPECTION CHECKLIST ~ Rinf.: Rebar IU-.15. -CJ.4:. l.:Q ~ Plan & Specs _ Rinf.: W.W.F. 2::._ Clearances ·--Rinf.: Tendons ,, ...::::_ Positions __ Cone.: Mix #/psi ~Sizes __ Cone.: Mix #/psi 2:.__Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ . Mortar: Type/psi __ Mortar Batching ___ Uhits: Block _._ Electrode Storage __ \,Jnits: Brick __ Torque Applied _._Steel __ H.S. Bolts · __ Metal Decking __ Electrodes __ Fireproofing ·--. Other __ Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the r~ported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ J> Ys[ltin.sD,v CERT. NO. oSn<29 0, -E3S (Prlnt Clearly) INSPECTOR SIGNATURE 72~ i? '1?As ~ DATE _ 7_-:-7-? l5 PSl·B-900-170(2) ~ -, Environmental f Geotechn~caf ~ Construction Consulting • Engineering • Testing Page_1_of_ IN$P.ECTION REPORT CLIENT h&o µ,, .• ,p DATE z-e-96 Architect_...M_,__o=,1,=~._ ______________ _ Engineer m;,:1.a-n~ INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders ---__ OSA __ . Cement ---- __ Specialty __ Mortar Samples ---- __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block --~ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) ---- __ struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) ?«,,s:, LA:,c,,P (Address) Cde-u fMD M. REPORT NO. os9-?02..,;, -2. Building Permit No. __._iJ...._-~'-'s .... ,_~-------------- Plan File No. __________________ _ Govt. Contract No. _______________ _ OSA or OSHPD #-------"-------- Other &e:rrzw,v Qod:zzdz spt,:;,c.-ic srof2d6t.r ~~,;,. MATERIAL DESCRIPTION INSPECTION CHECKLIST >< Rinf., Rebar 1/bJ~ ~d,,e,,(:;:o ~ Plan & Specs _ Rinf.: W.W.F. 2.. Clearances __ -Rinf.: Tendons >-Positions __ Cone.: Mix #/psi ), Sizes __ Cone.: Mix #/psi ..£.-Laps __ Cone.: Mix #/psi. __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching ___ Unit~: Block __ Electrode Storage __ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantialiy complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not-constitute engineering opin- ion or project control. INSPECTOR SIGNATUR~=-i.,,..c...-"'---1f--...s.,.;=--::.....::~-- Ps1-s-soo-170(2) CERT. NO. c@'sPoc:tS<-£>j; Page_1_of_ INSPECTION REPORT CLIENT LB?;,o ,,AN;;:> PROJECT(Name)._.,LJfZi<c~·-•~4=&:=-o.__ ___ _ (Address) 4itf t :i!ldP 0-Z, DATE 7-'Z-26' REPORTNO. os"t-:Z<-~z.. Architect__,:u..,,.,,.__ _______________ _ · Bµilding Permit No . .,__ ~~A__,__ ___________ _ Engineer t?Zda rz,v Contractor. 1?rtBl-Afi1?1:?S 8a.Pn&1es INSPECTION MAT'LSAMPLING _OSHPD ~ Concrete Cylinders __ OSA __ Cement _·_specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block 2'.:_Concrete __ Fireproofing __ Masonry __ Units· (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ . Reinf. Steel __ Fireproofing __ Steel .. __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant -.-·Other __ Bolt Pull-Out __ Other REMARKS eon-:, P&tiSS IV@ QTY _,-;_ ---- ---- -.- --· -- ---- -- ---- -- --' Plan File No, _______________ _ Govt. Contract No.·--------------- OSA or OSHPD #------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar ll~lS:. '1!~ ,, ,., A_ Plan & Specs -. _. Rinf.: W.W.F. 2--Clearances __ . Rinf,: Tendons ~ Positions .2!::_ Cone.: Mix #/psi :'$ 2-:2--3cc,a __ Si.zes __ Cone.: Mix #/psi · __ Laps ~ Conc.:Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi ~ Consolidation __ Mortar: Type/psi __ Mortar Batching __ . Units: Block __ Electrode Storage -. _ Units: Brick . _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ __ Corrections completed 2_'00,t°"" -~ -'.+:'. f5x;,n~s, .,.,..,,or2-1,;.. ><52<--l>t:..,,1A--S A:tt,,bSP<;fZS, CERTiFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work,. unless otherwise noted, substantialiy complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMill,,t;,7<-· ? Ye-nm.so& (Prtnt ~eartyj INSPECTOR SIGNATURE-:z_zi? JS.LL..· PSl-8-900-170(2) ~ CERT. NO. 08'!;JM81·8!-J l" 9I Environmental · .,SI Geotecf1n~cal •-~ Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT ?ew c '-&k2> DATE 2-f-f8 Architect_...c.;"""""'--------------'---- Engineer aad~VN INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical _. _ Masonry Prisms --__ Roofing __ Masonry Block x Concrete __ Fi rep.roofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ . Asphalt Concrete -- __ Prestress Cone -.-Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts --·- __ Non-Destructive __ Tendon (PT Strands} --__ Soils Technician __ Qther --· __ Batch Plant __ Other --__ Bolt Pull-Out __ . Other -- REMARKS t.u ITU· ?:<:D:2-- PROJECT (Name) kffko L,f,..,,D (Address) U-tLS BAD t/.d. REPORT N0,..,.,0":c.<....<9_· 7...,02r:J,,..;:O::...l--------- Building Permit No. ~~~7---3-S:~t"~3 _________ _ Plan FileNO,-------------'-----~ Govt. Contract No.--------~----- OSA or OSHPD #----~-------- Other ft.t,._,TP,..J¢" ~PriV-V& s,wot.. ~wl?,t6C' ~c....i:>. MATERIAL DESCRIPTION INSPECTION CHECKLIST x Rinf.: Rebar tl_bLS,-Ca:-L-{,z'D .. :>-. Plan & Specs __ Rinf.: W.W.F. ..2s.. Clearances __ Rinf.: Tendons .>. Positions ~ Cone.: Mix #/psi $'.22. • ,coo Sizes __ Cone.: Mix #/psi _. Laps _. _ Cone.: M[x #/psi __ Future Continuity #/psi ___ Grout: Mix #/psi .....k Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick· __ Torque Applied __ Steel -·. H.S. Bolts __ Metal Decking _. _ Electrodes . __ Fireproofing __ Other __ Corrective action required __ __ Corrections completed ~ .,,,.. __ ....;·------· \~- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work.inspected only and does not constitute engineering opin· ion or project control. INSPECTOR SIGNATURE -..-1·~""-'---'t---+-....-.<--;:::;...."--- Ps1-a-9oo-110(2) CERT. NO.__.t.e!..l't3=SO~9....2'3~1-_M=----------- DATE 7 :'1-98 REPORT OF CONCRET,E COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE J.30 CARLSBAD, CA 92008 March 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-423 LOCATION OF PLACEMENT RETAINING WALLS FOOTINGS @ BOA,TING SCHOOL LAKE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March ~9, 1998 01:30 pm 3 3/4 March 20, 19~8 PSI\CARLOS HERNANJ::>EZ NELSON & SLOAN· ~UPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 685608 522 COMPRESSION TEST RESULTS LABORATORY NUMBER 16612 16612 16612 16612 - SPECIFICATIONS - REMARKS: SPECIMEN TEST IDENTIFICATION · AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/26/98 B 28 04/16/98 C 28 04/16/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTM C39-94 TOTAL CYUNDER LOAD DIAMETER (LBl!.) (IN.) .. 71000 6.00 115000 6.00 113000 6.00 Cylinders picked up by PSI . · X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH. \SO.IN.) (PSI) TYPE OF BREAK 28.27 2510 Cone 28.27 4070 Cone 28.27 4000 Cone 3000 X Test results comply with applicable specificatipns. Test results-do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617 -94. 0 RMS TECHNICIAN: CARLOS HERNANDEZ CON f Respectfully submitted, cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0 .. K. , CITY OF CARLSBAD 5;:::;1t·7J;: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE iNDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J:4AN, RCE{/ DISTRicJ~~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l 1 -, Environmental .,. I Geot~chn~cal •-~ Construction . Consulting • Engineering • Testing Page_1_of_ INSPECTION REPORT DATE Lf--ZI-?-S Architect ____________________ ,........,----'-- Engineer---=S:::...,_ro=---------------- Contractor. ~Aa-Ps &aZ1tr~:n5 INSPECTION MATt SAMPLING QTY _QSHPD . __ Concrete Cylinders -- _OSA ___ Cement ---2:'.: Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -.- __ Electrical __ . Masonry Prisms --__ Roofing _._Masonry Block >""concrete · __ Fireproofing --: __ Masonry ·_._ Units (block or. brick), .-- __ Struct Steel -. _._ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Beinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ tendon (PT Stranqs) -- __ Soils Technician __ Other -- __ Batch Plant __ Other --·- __ Bolt Pull-Out __ Other -- REMARKS. AT · I 7 · PROJECT (Name) L.-¢"'bo LA/VD (Address) t:'!..11tU.S a&/:> ~, REPORT NO. 0.59-702-0.z ..,.-=w.s: Building Permit No ...... M..,,)'-'-"</4. ------------ Plan File No,-----~---------- Govt. Contract No.--------------- OSA or OSHPD #-----'------------ Other. 6oA'iJllk, -:5c)loOL-t.-,f'-6cvAJ. w,.,,-e,,e-:s MATERIAL DESCRIPTION .INSPECTION CHECKLIST :>< Ririf.: Rebar l2:kd~ --0~D ·..:::::::. Plan & Specs __ Rinf.: W.W.F. :::,...,. Clearances. __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi .·::..:: Sizes --.. Cone.: Mix #/psi '>,..-Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _. -· Grout: Mix #[psi _ Consolidation _ Mortar: Type/psi -. . Mortar Batching __ Units: Block -. . Electrode Storage . . __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking ._._ Electrodes _._ Fireproofing __ Other _. Corrective action required __ _ Corrections completed 5P<,,,r cl£j I A c. '-C> ,,z_ a .< A.,, t-, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantiallY, complies with approved plans, specifications and applicable sections of the building codes. This report covers the·locations of the work inspected only and does riot constitute engineering opin- ion or project control. · INSPECTOR NAME ~.©L-7 J?AJ:3.:ffl.5-At--) CERT. NO. C2:B:Bo9 e,1 -SJ; · (Print Clearly) · INSPECTOR SIGNATURE--=:c>-Lt ?. -~ ~-DATE_.....,..H~-_z.._t_-_,_~-------------- Ps1-s-soo-110(2l l 7 Enwrcmmenfal a, f . Geotechn~cal •-* Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT tn--zo LA e«t> DATE 7 -n::;-: p,s PROJECT(Name) L.ifko M&t> (Address) (Aus Mt> CK, REPORT NO. t:'S<?-zo.2..0? Architect~/1..__o"""k:. ____________________ _ Building Permit No. --N/i~t:\:.__ __________ _ Engineer m41e,:r1µ INSPECTION MAT'LSAMPLING _OSHPD ><' Concrete Cylinders __ OSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -2:{_Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone -: _. _ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant _--_Other __ Bolt Pull-Out __ . Other REMARKS rn, x -;;ti :s:::2:z. -.3:noo es; (;l C u.;,Q)2,.-"== T-='€'1';=: QTY 3-- --·- -- -- -- ---- --·- --·- -- -·-- ----·- -- -- Plan File No,--------"---------- Govt. Contract No. ______________ _ CSA or OSHPD #-------------- Other .-Pu&TPw I'< °h&·CC (:f7tA;,#.A£ :l H ot.v MATERIAL DESCRIPTION INSPECTION CHECKLIST > Rinf.: Rebar~~lS: -(-:!it.2.-£20 2s,_ Plan & Specs __ -· Rinf.: W.W.F. ~ Clearances . __ Rinf.: Tendons .A-Positions ~ Cone.: Mix#/psi -52'"2.· 3'COO _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi -2:!_ Consolidation v,aa d--r04- __ Mortar: Type/psi . _. _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed r -> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the·reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTORNAME~~ y y~,..;J (Print Clearty) 1. INSPECTOR SIGNATURE-=o::J,Pt~ S: =::, PSI-B-900-170(2) DATE __ 7~--=l_O_-___;~~~::_ ____________ _ ·DSI Geotechn~cal l -, Environmental •-~ Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT t.-G't,.. o 4-d&Z> DATE '7-IJ'-f's1 Architect_.u..,,,<4-____ ----=--------- Engineer n?,ta--ruu INSPECTION MAT'L SAMPLiNG QTY _OSHPD __ Concrete Cylinders --__ OSA __ .Cement -- __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical ___ Masonry Prisms -- __ Roofing __ Masonry Block --· >< Concrete __ Fireproofing -·-- __ Masonry __ Units {biock or brick) -- __ Struct Steel . __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel -- __ Fireproofing ___ Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon {PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other_ -- __ Bolt Pull-Out __ Other -- REMARKS S ·n:l1;[Z,., Wf;:TST li!4G-P t9c. <--Q 4--Z:::u &: <., PROJECT (Name). t<=fka L!"f?vh (Address) C#a L..., ;,,4µ CW, 'REPORT NO. OS9·7oz.o:z: - Building Permit No.ryli..,,,_,.__ _ ___,;.., ________ _ Plan File No·---------------- Govt. Contract No.----,------------- ·CSA or OSHPD #--'------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ,>.c Ririf.: Rebar t!l.G.K ·P,A!.. eD ~ Plan & Specs ___ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons 2!.__ Positions __ Cone.: Mix#/psi ..2_ Sizes ___ Cone.: Mix #/psi ~Laps __ Cone:: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi. __ Mortar Batching ___ Units: Block __ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal becking __ Electrodes __ Fireproofing. __ Other _ __ Corrective action required __ __ Corrections completed ·=z·. ~-- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. d3809l3l·f35 DATE 7-. :3~,,,-5 PSI-B-900-170(2) · 1i,,.,,.~•1 Information ~_,• .,To Build-On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 20, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-766 LOCATIONOFPLACEMENT FUNTOWN FIRE ENGINE .SHOW --BLEACHERS ON GRADE-3 STEPS FROM TOP @ C-L DATE PLACED TIME SLUMP,IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 10, 1998 09:30 am 4 70 84 July 13 ,ik 1998 PSI\DERf~ PETERSON NELSON_&' SLOAN SUPPLIER . DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 713173 522 NOTE· APPLICABLE ASTM STANPARD.s.llliLES.l!..OJHEBWtSE.INllli<AI.Ep· SLUMP· CH3-90a· AIR CONTENT· C23!-91b· TEMPERATURE· CtQ6HB(i3)' CApPING· C1231-i3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17405 A 7 17405 B 28 17405 C 28 17405 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (L~S.) (IN.) 07/+7/98 5~000 6.00 08/07/98 08/07/98 ' REMARKS: X Cylinders made by PSI representative. -Cylinders picked up by PSI X representative. · Cylinders made by Architect's or Contractots represenlative. Cylinders.delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN:) (PSI) TYPE OF BREAK 28,27 1950 Cone 3000 Test resulls comply wilh applicable specificalions. Test resulls do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETER$ON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PR9FESSIONAL "SERVICE INDUSTRIES,_INC. PSI A-200_. (4)F Respectfully submitted, ~na/ Service I dustries, Inc. DAVIr!IL, R>-C_E_., DISTRICT CAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Information ~ • .. ToBuildOn Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CUENT~,d, .tJsbk DATE tflov -o(.Y 98,_ Architect _________________ _ Engineer ___________________ _ INSPECTION M~SAMPLING 'f _QSHPD __ Concrete Cylinders _QSA __ Cement --·- __ specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms -~fing __ Masonry-Block -- _. Concrete __ Fireproofing --·- __ Masonry __ Units (block or brick) -- __ Struct Steel ___ . Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing _. _Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ----.. . PROJECT (Name)-~.bA& ~e,_, ,.,4r/c- (Address) · ?J,~1s}Cid ?/'1. Building .Permit No. _______ r'--------- Plan File No.--,-______ .,,../ ______ _ Govt. Contract No. -----r/__,_· -------- OSA-or 0.SHPD #-----+,/ ________ _ Other--~---------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST .-Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances - ~nf.: T~ndons · . _ Positions ~nc.: Mix #/psi~/ _Sizes _ Cone.: Mix #/psi ,55"};2 _Laps _ Corte.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _. _ Consolidation _. _ Mortar: Type/psi _ Mortar Batching _ Uhits: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ Steel __ H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing ___ Other Corrective action required __ _ Corrections completed REMARKS M>v .,~S--98 (N-6)_ 'lfov1dec/ {b~¥@tJYJ. @,, 'E»e. •hf';i ."f>dt2w g6b.7 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. .IJ230 CERT, NO.--==-==~----------- DATE_---'-Af....:...;CJ.~V::.__-_2,,_S __ 7<_f_. ___ _ PSI-B-900-170(2) · l ra~'i, Information ~.:11• ,,To Build On Engineering • Consulting • Testing· REPORT OF CONCRETE COMPRESSION TEST TESTED FOR:· MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 ·CARLSBAD, CA 92008 DATE: August 14, 1998 FIELD DATA: PROJECT: L~GOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-835 . . LOCATION OF PLACEMENT FUNTOWN FIRE ENGINE s:aow STAIRS NORTH SIDE DATE PLACED TIME SLUMP, IN. August 05, 1998 07:20 am SUPPLIER DELIVERY TICKET NO/TRUCK NO. MIX NUMBER ANDPROPOijTlONS NELSO:N & SLOAN 719563 4 3/4 AIR CONTENT, % AIR TEMPERATURE, °F 65 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 06, 1998 PSI\ROLAND ROOT NELSON. & SLOAN CEMENT. WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 522 NOTE· APPLICABLE ASTM STANDARDS.UNLESS OTHERWISE INDICATED· SLUMP· !,H3-9Da· AIR CONT~NT· C231-91b· TEMPEB>ifURE· C1D64-86(93)· CAPPING· c1231.93 COMPRESSION TEST RESULTS . SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17516 A 7 08/12/98 17516 B 28 09/02/98 17516 C 28 09/02/98 17516 D 60 10/04/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 60000 6.00 78000 6.00 78500 6.00 96000 6.00 Cylinders picked up by PSI X repre·sentative. · · Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2120 Cone 28.27 2760 Cone 28.27 2780 Cone 28.27 3400 Cone 3000 Test results comply wfth applicable X speciffcaticins. Test results do not comply with applicable specifications. 60-DAY BREAK MEETS 28-:-DAY SPECIFICATION REQUIREMeo NF 0 s TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, ~ Service Industries, Inc. DAVID J./;h;- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NO.T. BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .!:!: Page_1_of_ INSPECTION REPORT CLIENT ?&a LAL-C> DATE 7-Z-'2-9$ Architect t/atL Engineer /l-?&t?Tt/4/ Contractor. ~ ~¢7t.-,;;, INSPECTION MA T'L SAMPLING __ OSHPD __ Concrete Cylinders _OSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block ~Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing ____ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other __ Batch Plant __ Other __ Bolt Pull-Out -_._Other REMARKS QU@"l:( rl QTY --- -- -- -- ---- -- -- -------- -- -- PROJECT (Name} . U:'fbo ytzvb (Address) &42'>z/b M _ REPORT NO. 059· ?DZ o"L-~ B Building-Permit No,,..:;l'U-=1...,t/1:....,,:_------------ Plan File No . ....;-;...._ _________________ _ Govt. Contract No.--,------,------,----- OSAor OSHPb #---------------- Other ~,t) b/kCtrJt/4IN/$ StfQW. MATERIAL DESCRIPTION INSPECTION CHECKLIST ..k Rinf.: Rebar _d04i.d-'1.0 ~ Plan & Specs _ Rinf.: W.W.F. ~ Clearances _. _ Rinf.: Tendons .=s:.. Positions _ Cone.: Mix #/psi ~ Sizes __ Cone.: Mix #/psi ><-Laps _ Cone.: Mix #/psi __ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _. __ Mortar: Type/psi _ Mortar B\3-tching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes __ _ Fireproofing _Other -_ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLl~NCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantfally complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected onlyand does not constitute engineering opin- ion or project control. · :::::::::::::~~~ CERT. NO. PEeJO~£,I-f? :f5 pAT,E 7-2Jl-9~ PSI-B-900-170(2) · l •'lo 'J;."if I,iformatiorl ~..,,. ®To Build On Engineering • Consulting • Testiri,~' · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ~NC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 20, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-766 LOCATIONOFPLACEMENT FUNTOWN FIRE ENGJ;NE SHOW --BLEACHERS ON GRADE-3 STEPS FROM TOP @ C-L DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 10, 1998 09:30 am 4 70 84 JU:ly 13, 1998 PSI\DEREK.PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.rfRUCK NO. M!X NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HQIE:.AEPLICABLE ASTM STANDARDS UNLES.~R\'YISE INPICATEC>· SLUMP· C143-9D;i· AJR CONTENT· C:231-91b· TEMPERATURE· c105,1.asm31· CAPPING· COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 713173 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 17405 A 7 07/17/98 .55000 6.00 17405 B 28 08/07/98 95000 6.00 17405 C 28 08/07/98 87000 6.00 17405 D SPECIFICATIONS 28 .. . REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. ' Cylinders made by Architect's or Contractofs representative. Cylinders deliv\!red to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 1950 Cone 28..27' 3360 Cone 28.27 3080 Cone 3000 Test·results comply-with applicable X _ specifications. Test-results do not comply with applicable specifications. CCONFORMS Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD fr~t 1 ~ ___, DISTRICT ;r:IF THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTiRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<! (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 , l"'~i,Info"!'®<Jn ~..,. ®ToBuzldOn Engineering • Consulting • Testinq REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 9~008 DATE: August 14, 1998 OUR REPORT NO.: 059-70202-835 FIELD DATA: LOCATION OF PLACEMENT FUNTOWN FIRE ENGINE SHOW STAIRS NORTH SIDE DATE PLACED TIME SLUMP, IN. . AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F · DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY . MIX DATA SUBMITTED BY August 05, 1998. 07:20 am 4 3/4 ·. 65 84 August 06, 1998 PSI\ROLAND ROOT NELSON & SLOAN . SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDABQSJll'ILESll OTHERWISE INDICATED· SLUMP· CHHQa· AIR CONTENT· C23M!Jb·_ TEMPEFjAIURE;· C10_64,85/93);..CAPPJllil· . COMPRESSION Tl;:ST RESULTS ASTMC39-94 . . ... NELSON & SLOAN 719563 522 SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER . COMPRESSIVE LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 17516 A 7 08/12/98 17516 B 28 09/-02/98 17516 C 28 09/02/98 17516 D SPECIFICATIONS 2·8 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative. LOAD DIAMETER (LBS.) (IN.j 6000.0 6.00 Cylinders p!cked ~p by PSI X representative. · Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.IN.) _ (PSI) TYPE OF BREAK - 28.27 2120 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND. ROOT I _) cc: LEGOLAND { 4) , BE·RNARD_ BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY.PROFESSIONAL SERVICE INDUSTRIES, ll,IC. PSI A-200--4 (4)F Respectfully submitted, Professional Service Industries, Inc. Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l •,...; 'iJ Information ~.,. ®To Build On Engineering • Con.suiting • Testing· REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 August 14, 1998 REVISION #1 OUR_REPORT NO.: 059-70202-835 LOCATION OF PLACEMENT FUNTOWN FIRE EN.GINE SHOW STAIRS NORTH SIDE DATE PLACED TIME SLUMP.IN. August 05, 1998 07:20 am SUPPLIER DELIVERY TICKET NOJfRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 719563 4 3/4 AIR CONTENT, % AIR TEMPERATURE, °F 65 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB August 06, 1998 FIELDDATASUBMITTEDBY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASJM STAN DAR PS UNLESS OTHERWJSE INDICA~O· SLUMP· C143 .. gpg· AIR CONTErff· C231:P_1 b· IEMPERATUBE· C1064•08(i3\· CAfPING· C1231·03 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF . . COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH 522 NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.-IN.) (PSI) TYPE OF BREAK .. 175J:6 A 7 08/12/98 60000 6.00 28.27 2120 C9ne 17516 B 28 09/02/98 78000 6.00 28.27 2760 Cone 17516 C 28 09/02/98 78500 6.00 28.27 2780 Cone 17516 D 60 10/04/98 SPECIFICATIONS 28 ·3000 REMARKS: X Cylinders made by PSI representalive. Cylinders picked up by PSI X represenlalive. . Test results comply with applicable specifications. Cylinders made by Architect's of Contracto(s representalive. 28-DAY BREAKS DOES NOT MEET S?ECIFICATION WILL HOLD 1 CYLINDER FOR 60-DAY BREAK TECHNICIAN: ROLAND ROOT cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0 .. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A•200-4 (4)F OT .ja QI ~'Y ~· cJZ)"•l°~ Inc. DAVID J.f..;AN, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ..- Page_1_of_ · INSPECTION REPORT Architect JJ.o tc;. Engineer rnA&rtiY INSPECTION MAT'LSAMPLING _OSHPD __ Concrete Cylinders _QSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block Y Concrete · __ Fireproofin~ __ Masonry __ Units (block or brick} __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant ___ Other __ Bolt Pull-Out __ Other REMARKS QTY -- -- -- -- -- ----.. -·-- -- -- -.-- ---- -- -- -- -- PROJECT (Name) ?e:zeo s-d&el:> (Address) Cu.et-::za--ta . ¢f,i!. . . -:?01· REPORT NO. oSt-1-702..0~ ~ _ B1,1ildi'ng Permit No. --~ ..... ·1 ..... --=w"""-'::t,:_'J'""'·'-·---------'--- Plan File NO,--------'---'------'---,----- Govt. Contract No.--"----------------=-- OSA or OSHPO #~--~~--"'------- .. MATERIAL Dt;SCRIPTION . INSPECTION CHECKLIST ~ Rinf.: Rebar 4-l-,t.~-'2,:L-/:zi> . '>< Plan & ·Specs . ___ Rinf.: W.W.F. .2s:. Clearances __ Rinf.: Tendons ~Positions __ Cone.: Mix #/psi ~Sizes· ___ . Cone.: Mix #/psi _X Laps .--Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar:. Type/psi . · -. Mortar Batching __ Units: Block ... _ Ele9trode Storage . __ Units: Brick _ Torque Applied __ Steel _. _ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required ___ ·_ Corrections completed ' / J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported.work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report·covers the locations.of the -.york inspected only and does:not constitute engineering opin- ion or project control. · INSPECTOR NAME l?f:V'Lt'f'J4. ? ,?b::7:7P3,-S,:, H (Print Clearly) INSPECTOR SIGNATUREY J? . ?~ PSl·B-900-170(2) CERT. NO. OB,9"2981-8'3 PATE ... /,,.,-1 Go~ 'IS ~i I CLIENT t..tflpo Le:rvD INSPECTION REPORT Page_1_of_ PROjECT (Name) L:®o L-4 ,,v D (Address) (!.A,u.,r:;c:,AQ f1A.1 -7..2-, -, ,_,/ .. REPORT NO. OS 9 ~ 7QJ.-O"L / ~ ~ Architect. ___ J./._._o=g,......_ _____ ___,, ____ -,-------'--Building Permit No. -=..«;1<...L.J'A"--. ·--------------'--- Plan File NO,-----------------'--------------- Govt. Contract No.----'----=--------"------'-- OSA or OSHPD #-. ------------ Other GrZJY (5"it.;blf!d£ Slfow · uc..<...t;?'IC./f-{:{1-L::J Engineer Mfl:ILT1/t..l INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION · INSPECTION CHECKLIST -. _OSHPD ~ Concrete Cylinders ~. ·....JS. Rinf.: Rebar ~(;,I 'S -Ga..<.:, o >< Plan & Specs __ OSA __ Cement --· _ Rinf.: W.W.F. . >-Clearances ~Specialty __ Mortar Samples --·--.-Rinf.: Tendons >!' Positions . ' __ Mechanical -. _Grout Samples ~ Cone.: Mix #/psi $ l:; '"?.,.-'3 c<"-!t? _Sizes __ Electrical __ Masonry Prisms --_._ Cone.: Mix #/psi . _. Laps __ Roofing __ Masonry Block -·-__ Cone.: Mix #/psi . _ Future Continuity #/psi K Concrete __ Fireproofing --__ Grout: Mix #/psi. ')oc Consolidation __ Masonry __ Units (block or brick) __ Mortar: Type/psi _ Mortar Batching. __ struct Steel . __ Asphalt Concret~ ---·-, Units: Block _ Electrode Storage. __ Prestress Cone __ Roofing __ Units: Brick _ Torque Applied .. __ Pile Driving -·-Reinf. Steel --_._.Steel __ Fireproofing __ Steel ----H.S,, Bolts . .. __ waterproofing __ H.S. Bolts --__ Metal Decking ., __ Non-Destructive . __ Tendon (PT Strands) --·-_· _. Electrodes __ Soils Technician __ Other -·-. __ Fir~proofing __ Batch Plant __ Other -·-__ Other : _ Corrective ~ction required __ __ Bolt Pull-Out __ Other --. _ Corrections·c;:ompleted REMARKS ;,,r2-p VI D (.;:'1") !JC?OO ?~; I . ) . . ;, . , fd:ST s i> ,:a:-.1 r , c. 4:TI o t:w J. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans; specifications and applicable sections of the building·codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · PATE_-=l:,~~~z.~~-·-_~,;...::;.8 ___ ..;_ _________ _ PSl·B-900-170(2) Page_1_ot__L INSPECTION REPORT CLIENT_-=l_. ~tJa..a:<="r:;.:;..0=--------"- DATE _ __.<-/.__-__ 2"-=2~--7~'6 __ Architect __ __,_l:-f....,.__0=---1-K..-=· ~-----------,--- Engineer--L--M__._1-HZ'-'-· --=-'-=--;Ji""'"L...0--'. '-----~~-__,_r(l--'-'-B-f2.-'---. '-=ifi"""'j:....;~;;;_, __ _ Contractor._~--~-~-0--'---LAf!; ..... e.d==-· =~~~--.,,..· ~'"'"'~-=-$=, --- INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA _Cement . ' _Specialty _ Mortar Samples -- _ Mechanical ___ Grout Samples -- _ Electrical __ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _. _ Fireproofing -.- _Masonry _ Units (block or brick) --L Struct Steel _Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -.- _ Non-Destructive ___ Tendon (PT Strands) _Soils Technician _Other -- _ Batch Plant ___ Other .. _ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)._L--...,:;e&:;_,·~'..:..;~:....c....:..:,---- (Address) ..... ·---------...,....-a.P-(sr,M.J Gi . REPORT NO. -7020 '2--578/l-- Building Permit No. ---'--'-.a...-----'---------- Plah File No·----~--,--------'---------- Govt. Contract No.-----'------~----- OSA or OSHPD #~. T--'-· -----·--,-_ -------- Other H-,Jn.t6w.~ -rtkre.chl:C MATERIAL DESCRIPTION ~SPECTION CHECKLIST __ _ Rinf.: Rebar _ Plan & Specs . _ .. _ Rinf.: W.W.F. _ Clearances _ Rint: Tendons ._ Positions _ Cone.: -Mix #/psi ~Sizes _ Cone.: Mix #/psi _._ Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi .. _ Consolidation· _ Mortar: Type/psi _ Mortar Batching _ Units: Block /Electrode Storage __ _ Units: Brick -Lstee1 A1rm fl~Zlo 'B _ Torque Applied _ H.S. Bolts_-- _ Metal Decking v Electrodes ~ "7,-.y[Jl <,;,-,11Je,' _ Fireproofing ./othertc1rlN7 14:,1~ J2{orrective action required __ orrections completed . 5pl<ce_. s£cT1ons <2.-l 1Yle,,sAp 0) n (? col1.2M-s £,a,) ~d puddle- f.,,:u: (J, (\5 ".P. ~ cooic. 13 o L.,I >':\ t.:1 i; 19:1 co f 0 rn D I rn e. IQ , I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies wlth approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. DATE ___ l..f:_,__--=Z.-=2'----c;<if~------ !J -i Environmental f Geotechn~cal Page_1_of_l • Construction Consulting • Engineering • Testing INSPECTION REPORT PROJECT (Name) L:1t!J/"1-11 j. (Address>------.-------- CLIENT_-#00&"""""--,7,_.B"---__ _ DATE __ 7,_-..._l-=-0_-_,7 ...... 1 __ _ Architect __ __._6_._l--=()___,_,i'_occ...-________ ____ Engineer __ -6-&_-.......,rf ...... 2~t .... /,.c..;J_.' _c,,_~fli ......... · ..... 'b.__2"""'0.'-'-1--~_~_-_-------'- Contractor. ____ 73=_75.-....::_,,,C.-:::.._--'-~----- INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Concrete Cylinders --__ OSA __ Cement -- __ specialty ___ Mortar Samples -- __ Mechanical __ . Grout Samples -- _ Electrical __ Masonry Prisms -- __ Roofing _._Masonry Block -- _concrete __ Fireproofing --· v"Masonry . __ Units (block or brick) __ $true! Steel __ Asphalt Concrete __ Prestress Cone _._.Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts -·- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -·- [;~/48tt2> J z;;. REPORT NO, __ --J..7-"0'-'2 _____ fJ....;Z.,;;;__~-- Building Permit No. ___ 9_·-?.._-3...,_...S:. ......... S:..__._:C ____ _ Plan File N6.""'"----'---"------------------------ Govt. ContractNo . .;...· ---=------------- OSA or OSHP.D_jf . Other ,fu;,r la Lt.;).U ,. trlttil..CHE MATERIAL DESCRIPTION INSPECTION CHECKLIST .._/ Rinf .: Rebar ~n---, Al,,i/ s_J.li, ~ /Plan & Specs _ Rinf.: W.W.F. / Clearances _ Rinf.: Tendons ../'Positions _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi . /Laps _ Cone.: Mix #/psi . _ Future Continuity #/psi _:::::::.. Grout: Mix #/psi . -.£ Consolidation -/' Mortar: Type/psi S // fCO _ Mortar Batching ~ Units: Block~fli C..fo N,1_ _ Electrode Storage _ ·units: Brick _ Torque Appiied _Steel _HS.Bolts. _ Metal Decking _ Electrodes -. Fireproofing _ ._Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This-report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTORNAME'J:>8-v:i~~i'l-Q )l (Print Clearly) ( INSPECTOR SIGNATUA~G.r~ PSI-B-900-170(2) .:re.~ 3776 r '9o ~ 3-S-! CERT. NO . .......;;i_L_L.....J._:..=-1_~,-~-=--~~.__,_ ____ _ DATE_,....,,..,.,___,7c.__-~,/..x::;O_r--'-j_._<if..__ _____ _ t """iJ Enllironmeptal • Geotechn,cal . .. Construction Consulting • Engineering • Testi!II! REPORT OF CONCRETE ·coMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February·23, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-7-0202-295 LOCATIONOFPLACEMENT FOOTINGS @ LINE L--15 ~T MARCHE C::OMPLEX DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 12, 1998 04:10 pm 4 1/4 55 65 February 13, 1998 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 678555 522 COMPRESSION TEST RESULTS ASTMC39-94 r LABORATORY NUMBER -- 16401 16401 16401 16401 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 02/19/98 B 28 03/12/98 C 28 03/12/98 D ;rn 1£. Cylinders made by PSI represenlative. · Cylinders made by Architect's or Contracto~s representative. · TOTAL CYLINDER LOAD 'DIAMETER (LBS.) (IN.) 97000 -6. 00 1.31000 6.00 128000 6.00 Cylinders picked.up by PSI 1£. representative. . _ Cylin·ders delivered to PSI laboraloey. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK . 28 .27 3430 Cone 28.27 4630 Cone 28.27 4530 Cone 3000 X Test results comply with applicable specifications. Test results-do not comply with applicable specifications. s TECHNICIAN: CARLOS HERNANDEZ coNFO Respectfully submitted, cc: LEGOLAND (4), BERNARI;> BROTHERS, H.O.K., CITY OF CARLSBAD. ·~ina/Serv~ce;;r:: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL S~RVICE INDUSTRIES, INC. PSI A-200--4 (4)F DAVID J. AN, ~cE(./ DISTRIC AGER ,. Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 • Geotechnical ~ 7 Environmental Pag~_1_ of _L · • ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT _____ ----'----- DATE _ __,[).._3;..._;_,_/ .,_( -_q-=..;:_f=---~ Architect___._ttD-'--. ""--'-~-·=-Sru.....;i =Dc...;;.l....:;0:;...__fc ______ --,----,- Engineer ('-~ ~771-f. ¢ Duf'/ H Contractor. '}?>U:NAg_DJ B~ en/1-5~1/! .. ~, INSPECTION MAT'L SAMPLING QTY _OSHPD _. _. Concret~ Cylinders --- _OSA _Cement. -- _Specialty _ Mortar Samples . . _Mechanical __ Grout Samples · -- _ Electrical _ Masonry Prisms -- _Roofing ____ Masonry j:llock --· _Concrete _ Fireproofing -- _Masonry _ Units (block or brick)· Lstruct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel -.- _ Fireproofing · _Steel -- _Waterproofing __ _ H.S. Bolts -- _ Non-Destructive _Tendon (PT Strands) _Soils Technician __ Other _ Batch Plant _Other -- _Bolt Pull-Out _·_other -.-, REMARKS WWNESDk-/ ()3-t I-?i -()eJ0ev00 t()t.,(}N(/.JJ (rs) Tit>rr: Of 7lf.&4 7 PROJECT (Name) ~I) -/v/4.ciift &: (Address) / l;f;60 D/!. · CAew BM C./.i . REPORT NO.•-· {!)SC,~ 70 Wz..<??16 Building Permit No. _ .? 7 -3 5 5.5 Plan File No,_-_______________ _ Govt. Contract No.-------,-------- OSA or OSHPD #-...;......,-,----------- Other_, ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ . Rinf.: Rebar VP1an & Specs _·Flint.: W.W.F. _ Clearances __ _·Rinf.: Tendon!l _ Positions ___ Cone.: Mix #/psi _. Sizes _ Cone:: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ·_ Mortar: Typ~/psi -. Mortar Batching __ Units: Block _ Electrode Storage _. _ Units: Brick _ Torque Applied __ -_Steel ,_ H._S. Bolts .. · ~etal Decking _ Electrodes 670/f _ Fireproofing _Other. _ Corrective action required __ _ Corrections completed . ' CERTIFICATION OF COMPLIANCE:· To the best of our knowledge, all ·of the reported work,.1,mless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. 'i-.," DATE z,z.s :::9:5 INSPECTION REPORT PROJECT (Name) L.dl;,o LA_,;:, . (Address) t!.#,4.ks R4C> C4, Architect __________ :-------'----- . Engineer m A-L:D j,..J .! D t",. ,._ ,._, \ N " • Building Permit No. -LL::.~~.,__=~------- Plan File No·---~------------ Govt. Contract No.--------------~ OSA or OSHPD #--..,,.-------......,..----- Contractor. 6 Cf?L:11 .. n4/L..i>s Other . t'J44=&-H IT INSPECTION MAT'L SAMPLING QTY· MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders .2!;:,.. Rinf,: Rebar. 4 GI~ -~o x Plan & Specs _OSA __ cement --,.-· Rinf.: W.W.F. 2 Clearances ..6_Specialty ___ Mortar Samples . --___ Rinf.: tendons x Positions __ Mechanical _._Grout Samples --).--Cone.: Mix #/psi !SZ?.:-~oco ><Sizes __ Electrical __ Masonry·Prisms --__ Cone.: Mix ·#/psi . _2'Laps __ Roofing __ Masonry Block --___ Cone.: Mix #/psi _ Future Continuity #/psi ~Concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation I __ Masonry __ Units (block or brick) _. _ Mortar: Type/psi _. Mortar Batching I __ Struct Steel -.-Asphalt Concrete __ Units: Block _ Electrode Storage I __ Prestress Cone __ Roofing __ Units: Brick _ Torque.Applied I __ Pile Driving __ . Reinf. Steel --_._Steel I __ Fireproofing __ Steel __ H.S. Bolts i __ Waterproofing __ H.S. Bolts __ Metal Pecking I __ Non-Destructive __ Tendon (PT Strands) __ EIEjctrodes [ --I l __ Soils Technician __ Other --_. _ Fireproofing i __ Batch Plant __ Other ---:-Other _ Corrective action required __ [ ·. Corrections completed ! __ Bolt Pull-Out __ Other. I REMARKS Szcrz-,, s <-Pl!LO v~ bg-p Fe"'- ,, .PL,4¢-11??-',(E?VT" -1,vs >ccez:zo ,.,,d e, =e (!.,OA,.C..,L.~ ,,,,,,,,, J X: -tk :5'zz., -:Scc,o i?"S l '9:Z:: &4:4:l>tC a a:-A: O'.', s . G~,.p fy" A.I (£.S -2 -119 02 t.Q • D-u z::c . . ... ; 3 0 lU (02,.V c,;r:> -'4:t'-0> . _&1 Q d I t r-z::m,...t.ri:> Pc,...,rl:~ <£°?2'2 M:7:YT · s2 f: C-12w efL:t;l"Z7F-, C.C&r4rf-crrr u2&:S s;AA?<C :z??\)C 4S Pt...Ae-t@· dT l>wnca ,N-.vt> 45nur 1+1J::'- 0Nk'1'. z_.:, c.-r:: ;;;,,._,4,!,.u--p. :t9-'T: ,c;,,e,4.·per. bl#74e!::'.\S OrCs2 z::u:,:. > • Co""'<--a.c-crrc: '-'d:S 27:r5n-D> d:r: e,,,snc H:/c..L. ,.A 732 r,4:t:... aE'. IZO c.-r:: as:: ,$ 2.Z... ev-4s ?'-14:<,-cri::> ,q. ,v;::,. 4-H;, Z"'"H '=== 0-~ t:Y 4-tflF (--t) ;s <£TS 0£:, z:o:rsr: Sf>C$-Jr?'1Mt.£ ; £,J~-;2..1:.. ,:) {,.J lnt-t:C C.d.S. r--7>@:'"tt._ 2l.-!!i 6! ~ "' . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all··of the reported,work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This repqrt covers the lqcations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ,?~ '"?-c~~ CERT. NO. 0158..0'J..~I-BB v ;~;_· z-z '6-'1 .5 INSPECTOR SIGNATURE j:, ~,~·r· DATE " . -~ ... , PSl-8-900-170(2) . ~ __ , .. -.. -... , .. -~:p !, · .. ·1 . f z .: age_-_o_. _ INSPECT.ION REPORT CLIENT Lew LA,v7) DATE 3-,;-f'6 Architect ___________________ _ '"'' INSPECTION MAT'LSAMPLING QTY _OSHPD _iC_ Concrete Cylinders -- _QSA __ Cement -:-- ~Specialty __ Mortar Samples --__ Mechanical . __ Grout Samples -- __ Electrical __ Masonry Prisms· -·- __ Roofing __ . Masonry Block ~Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --_._ Prestress Cone __ Roofing ---- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ . Steel --· __ Waterproofing __ H.S. E!olts -·- __ Non-Destructive . __ Tendon (PT Strands)· -- __ Soils Technician __ Other -- __ Batch Plant · __ Other -- __ Bolt Pull-Out _· _Other -- REMARKS e-r 7::>0l...:JL§S. PROJECT (Name) L-&o C..Atvr-, (Address) f.ett 1 &eA&> 64. RE.PORT NO. osc1-zo2.02.. Building Permit No. -.L.o/ ..... 2_-.,..35...._.i; ..... ·_5 _________ _ Plan File No, _______________ _ Govt. Contract No.---------------- OSA or OSHPD #~------------ other /YJAtUHC MATERIAL DESCRIPTION INSPECTION CHEC-KLIST ..!!_ Ri'nf.: Rebar A,!:$ ;..'-/{). · 25._ Plan & Specs_ _ Rinf.: W.W.F. _!:!_ Clearances I __ Rinf.: Tendons . ~ Positions I ~ Cone.: Mix #/psi· 5.lS. -.z.~ ob >< Sizes _. _ Cone.: Mix #/psi _LLaps _. _ Cone.: Mix #/psi _ Future Continuity #/psi _· _ GroLJt: Mix #/psi _ Consolidation I 1 _. _ Mortar: Type/psi _ Mortar Batching I I _._ Units: Block _ Electrode Storage ! _._ Units: Brick _ Torque Applied I __ Steel .. --. H.S .. Bolts __ Metal Decking __ Electrodes . I ' __ Fireproofing I J5_ Other E'PQ"lf..'t:, _ Corrective action required __ . ~.'lGB, Dvt &,:-rl.·1!1.. I f>JQb_ _ Corrections completed I l .. G ra d -I ro 15 . · E,8;,ox'J (A1 r·, OE /fQL6"'"S s ·, ::z-c:: ,. it><:,:j:,D:f ,, . e ·b!J:? C-r,U;,"""N c.., ,.._, r-::'S s pS2-1 o:<?:, • Q..01....;i 7 - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the·lbcations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-l,.~....2.~L.-:~===~~-- Ps1-s-soo-110(2J CERT. NO. oeeo~ Bi-&6 DATE .S-_S-'1f; l . . .,. Professional ·:Service:.lndustries, ·Inc. • . American .Engin~e.ting·:[:>ivisipn . ._, ~: ·::--~ · · _.. . · · · ~ .:. Page-2..0f ~ -.. :.. " ' ·INSPECTION REPORT Project Name (per plans)-=L_..o'-"1-.., ... ""'o--=L.=d--'-'-'f..J::;...a,Dc.:..· ---=------'----,---------'----,-------------- Inspection Date u Inspector's Name ~2---o tnL 7 '?~-:N\..SQ,._) PSI B-900-171 Page_1_of _L INSPECTION REPORT- CLIENT-L=..c='!"Gz...,_,_,_Q"'---_----,--_ DATE_ ....... cJ__.-.;? ___ L/_~_9 ...... fC __ _ Architect __ tf_o~K: __ S:~½_u-=-2> ....... : ____ o_....,E..._-_· ....._ __ Engineer_.,&..01_.....A:-'-=2=t--'--'=~----D..-<-'u--.... ll ..... {)'-'---____ _ Contractor.__,,,$k-"""' ... --=~=-4)__..b ...... J4.=B .... -=j2J-=~=· ..... ~~--....S,.__ __ .,.,...__ INSPECTION MAT'L SAMPLING QTY _OSHPD . _. _Concrete Cylinders -- _OSA ___ Cement -- _Specialty _ Mortar Sample$ --- _Mechanical _Grout Samples -- _Electrical _ Masonry Prisms· -- _Roofing _ Masonry Bl_ock _Concrete ___ Fireproofing -.--- _Masonry _ Units (block or brick) ....-'struct Steel _Asphalt Concrete -- _ Prestress Cone . __ Roofing -- _ Pile Driving _ Reinf. St~el --- _ Fireproofing _Steel -- _Waterproofing _H.S;Bolts _ Non-Destructive _Tendon (PT·Strands) -- _Soils Technician _Other -- _ Batch Plant __ Other. -- _ Bolt Pull-Out __ Other -- REMARKS "f u\\ ~~ ne.D'u9-±, &r'- PROJECT (Name) }i)t,QCH:C: ~mp/et."'tunf (Address) ______ __, ____ _ Ca-2ls:B&»· ?l. · , REPORTNO. ..· 7pzoz. "IJfl,;y Building Permit No. _ 9 7 ... 3 %£ Plan File No.---------------------- Govt. Contract No;--------------- OSA or OSHPD #-------------- Other_-'-------------------,,--- . MATERiAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar / Plan & Specs _ Rinf.: W.W,F. ·_ Clearances _ Rinf.: Tendons . _ Positions I _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi -_Laps _ Cone., Mix #/psi .. _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _L Electrode Storage I I _ Units: Brick R _. Torque Applied I . / Steel 1/SrrfJ. IJ. 5:"60 __ H.S. Bolts _ Metal Deck? $-,a,eJ, I L. Electrodes :5tixx; I ' _ Fireproofing ..L Other >ifSTfY\ ttr1.~ _ Corrective action required __ ; . -I __ _ Corrections completed ~ ' f$ -DA 2 Ge I Z16, « CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report.covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ])VtnJ<?Al"Y\ As 9,._ - (Print Clearly) (f INSPECTORSIGNATU~½~ 5?._ PSI-B-900-170(2) . r-DATE..,.,_..,.--,---J,c..__.-.... z_._Y._~_n_.__. ______ _ REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES JNC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: February 27, ·1999 REVISION #1 OLJR REPORT NO.: 059-70202-317 FIELD DATA: LOCATION OF PLACEMENT FOOTNGS @ D-_5 @ MARCHE COMPLEX PERMIT# 97-3555 SUPPLIER DATE PLACED TIME SLUMP, IN. February 20, _1998 04:00 pm ·3 3/4 DELIVERY TICKET NO.ffRUCK NO. MIX N.UMBER AND PROPORTIONS NELSON & SLOAN 679826 522 AIR CONTENT, % 59 CEMENT WATER. AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 64 February 23, 1998 PSI\C~LOS HERNANDEZ NELSON & SLOAN FINE AGGREGATE COARSE AGGREGATE ADMIXTURE tl91E:.AefLICABLE ASTM STANDARDS UNLESS OTHERW1SE INDICATED· SLUMP· .CH3-90a· AIR CONTENT; C23) ·91 b· TEMPERATURE· C1064-86(93)· CAPPING· c1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16410 A 7 16410 B 28 16410 C 28 16410 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 02/27/98 110000 6.00 03/20/98 140000 6.00 03/20/98 14200-0 6.00 CYLINDE.R COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3890 Cone 28.27 4950 Cone 28.27 5020 Cone 3000 REMARKS: X Cylinders ·made by PSI representative. . Cylinders picked up by PSI X representative. . Test results comply with applicable .K, specificatio.ns. Cylinders made by Architect's or Contracto~s representative. _ Cylinders delivered to PSI.laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: CARLOS ~ERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.G.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. . PSI A-200-1 (4)F Respectfully submitted, c;;:ofessio_na/ Service Industries, Inc. o(_)~~.-~ DAVID RYAN'~-~; DISTR T MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • ·San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID C~TTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT, LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 03; 1998 OUR REPORT NO.: 05~-70202-330 FIELD DATA: LOCATION OF PLA.CEMENT FOOTINGS @ 1-L @ MARCHE COMPLEX DATE PLA.CED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LA.B FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY F~bruary 19, 1998 04:00 pm 4 1/4 62 70 March 02, 1998 PSI\CA,RLOS HERNANDEZ NELSON & SLOAN SUPPLIER DELIVERY TICKET NOJrRUCK NO. MIX NUM~ER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 679682 522 ~!CABLE ASTM STANDARDS UNLESS OTHERWISE INPl9AIED· SLUMP· CJ43-9Da· AIB qqNIENT· C231-91b·JEMPERAtyRE· C1064-86C93)· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16439 A 11 16439 B 28 16439 C 28 16439 D SPECIFICATIONS 2.8 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN;) 03/02/98 80000 6.00 03/19/98 108000 6.00 03/19/98 112000 6.00 REMARKS: X Cylinders made by PSI representative. . Cylinders picked up by PSI -~ representative. Cylinders made by Architect's or Contractor's representative. ·-Cylinders delivered-to PSI laboratory. ALL CYLINDERS ·CAP.PED IN ACCORDANCE WITH ASTM TECHNICIAN: CARLOS HERNANDEZ CYUNDER COMPRESSIVE· AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2·830 Cone 28.27 3820 Cone . 28.27 3960 Cone 3000 Test results comply with applicable _K specifications. . Test results do not comply with ccONFoRMS Respectfully submitted, Professiqna/ Service Industries, -Inc. cc: LEGOLAND ( 4) , BERNA_RD BROTHERS,_· H. 0. K. , CITY OF CARLSBAD ~a:d1~.~ THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE.OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIE$, INC. PSI A-200-4 (4)F DISTRI~~AG~:z9' . Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA· 92008 March 13, 19-98 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.:· 059-70202-364 LOCATION OF PLACEMENT MARCHE COMPLEX STEM WALL .ON 7. 9 BETWEEN L & Q DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 05, 1998 01:10 pm 5 AIR TEMPERATURE, °F 64 CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB March 06, 1998 FIELD DATA SUBMITTED BY PS I \ROALND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRl,ICK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREl;3ATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 382356 515 COMPRl;:SSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16509 A 7 03/12/98 16509 B 7 03/12./98 16509 C 28 04/02/98 16509 D 28 04/02/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect:s or Contractor's representative. . ASTM C39·9!1 TOTAL CYLINDER LOAD: DIAMETER (LBS.) (IN.) 59000 6.00 60000 6.00 88000 6.00 83000 6.00 · Cylinders picked up by PSI X representlltive. Cylinders aelivered to PSi laboratoiy. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2090 Cone 28.27 2120 Cone . .2'8.27 3110 -Cone 28.27 2940' Cone Test results comply with applicable .X specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROALND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF.THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, P[ofess~1o_nal ery/ce I ~ ,, / ~ • ~ ·::., ~ .i ~ r /f Kj.; !-... ,· ,·,~ /'·:? ,, DAVID . RYAN, R DISTRI . MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 13, 1998 REVISION #1 OUR REPORT NO,: 059-70202-363 FIELD DATA: LOCATION OF PLACEMENT MARCHE COMPLEX S-TEM WALL C L.INE BETWEEN 9 & 10 I March ·05, 1998 SUPPLIER DATE PLACED TIME SLUMP, IN. 05:15 pm 5 DELIVERY TICKET N,O.rrRUCK NO. MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT 60 WATER' AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 67 March 06, 1998 PSI\ROLAND ROOT NELSON & SLOAN FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:.AEf!Jl)ABLE ASTM STANDARDS UNLESS·OTHERWISE INDICATED·SLUMP· C1~3-90a·:AIR CONJENT· C231-9WJEMPEfl!',I\JRE· C1064·86CJl3)· CAPPING· C1231-93 · COMPRESSION TEST RES UL TS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16511 A 7 03/12/98 16511 B 7 03/12/98 16511 C 28 04/02/98 16511 D 28 04/02/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architecl's or Contractor's representative. ASTMC39·94 TOTAL CYLINDER LOAD DIAMETER (L\)S.) (IN.) 55000 6.00 59000 6.00 79000 6.00 82000 6.00 ·cylinders pickea up by PSI X .. representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:) (PS_I) 28.27 1950 28:21 2090 28 .. 27 2790 28.27 2900 X ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PR<;lF!jSSIONAL SERVICE INDUSTRIES, INC. NELSON & SLOAN 6824,54 515 TYPE OF BREAK Cone Cone Cone Cone PSI A-200-4 (4lF Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS. SUITE 130 CARLSBAD, CA 92008 March 13, 1998 PROJE:CT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 O.UR REPORT NO.: 059-70202-362 LOCATION OF PLACEMENT MARCHE COMPLEX B~TW;EEN 11 & 12 ON J & K SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March OS, :1:998 Oi:25 pm 5 AIR TEMPERATURE, °F 63 CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB March 06, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. .MIX NUMBER AND PROPORTIONS ·CEMENT WATER FINE AGGR~GATE COARSE AGGREGATE ADMIXTURE NQIE:.J\PPUCABLE ASTM STANDARDS.UNLE.mERWJSE.LNQ!l;AIED;JlLUMP~Qa;_Affi_C.QNTENT· C231-91b· "[EMPERATURE· C1064·86(I13.);.CAPelNG;J;.12ll,i; COMPRESSION TE~T'RESULTS ASTMC39'94 NELSON & SLOAN 682409 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE· LABORATORY IDENTIFICATION AGE DATE OF" LOAD DIAMETER AREA STRENGTH. NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16510 A 7 03/12/98 55000 6.0d 28.27 1950 Cone 16510 B 7 03/12/98 5.3000 6.00 28.27 1870 Cone 16510 C 28 04/02/Q8 8.Ciooo 6.00 . 28.27 2830 Cone 16510 D 28 04/02/98 76000 6.00 28.27 2690 Cone SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI repres~ntative. Cylinders picked up by PSI X representative. · Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI.laboratory. Test results do not comply with apj)licable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WirH ASTM C617-94. TECHNICIAN: RO~ ROQT cc: LEGOLAND (4), BERNARD BROTHERS, H~O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, 1£:/~a/ Se •ice Ind DAVID J YAN, RC DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 13, 1998 REVISION #1 OUR REPORT NO.: 059-70202-367 FIELD DATA: LOCATION OF PLACEMENT MARCHE. COMPL~X BETWEEN LINES 8 & 9, N & P DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F March 05, 1998 10:50 am 5 63 CONCRETE TEMPERATURE, °F 68 DATE RECEIVED IN LAB March 06, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN $UPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS ·CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HQIE:.AEELIC.AB.LE.ASIM STANDARDS.UNLE.&.s..Qil:IEBlM.SEJf!!~A1EQ:.S_JJ!Mf:.C14Hl1ll· AJB CONTENT· C231-91b·-IEMPERATURE: C10.eA:l!§!it3J;_CAPEIN.~.2~9 COiVIPRESSION TEST RES UL TS ASTM C39-94 NELSON & SLOAN 682262 515 SPECIMEN · TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD. DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16508 A 7 03/12/98 50000 6.00 28.27 1770 Cone 16508 B 7 03/12/98 49000 6.00 28 .27 1730 Cone 16508 C 28 04/02/98 82000 6.00 28.27 2900 Cone 16508 D 28 04/02/98 77000 6.00 · 28 .27 2720 Cone SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represen_tative. Cylinders picked up by PSI X. representative. · Cylinders made by Architect's.or Contractots representative. Cylinders delivered to PSl'laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS C~PPED IN ACCORDANCE WITH ASTM C617-91. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTE;ERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO'MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL ·SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, &;:::;o.ice:;;z::::, DAVID J~AN, ~C./J DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETl= COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINA$ SUITE 130 PROJECT: LEGOL,?-\ND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 13, 1998 REVISION #i OUR REPORT NO.: 059-70202-366 FIELD DATA: LOCATION OF PLACEMENT MARCH}j: COMPLEX 11 LINE BETWEEN L & P DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 05, 1998 08:35 am 5 60 65 MaJ:ch 06, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBE;R AND PROPORTIONS CEMENT WATER -FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.IE:AfEL1.CABLE ASTM STANDARDS UNLESs_QTI:!ERWIS_E INQlt;ATEP· SLUMe;. CJ4!HO•· AIR CONTENT· C23J-91 b· TEMPERATURE· CJ084:88193)' CAPPING~ COMPRESSION TEST RESULTS. ASTM C39-94. NELSON & SLOAN 682180 515 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16507 A 7 03/12/98 16507 B 7 03/12)98 16507 C 28 04/02/98 16507 D 28 04/02/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. LOAD DIAMETER (LBS.) 61000 60000 87000 85Cioo· Cylinders piqked up by PSI X .representative. (IN,) 6.00 6.00 6.00 6.00 AREA STRENGTH (SO.IN.) \PSI) TYPE OF BREAK 28.27 2160 Cone 28,27 2120 Cone 28.27 3080 Cone 2·8 .27 3010 Cone Cylinders made by Architect's or Contracto(s representative. ·cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDEj:<S CAP.PED IN ACCQRDANCE WITH ASTM C61 ?-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF <;!ARLSBAP THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-1 (4)F Respeqtfully submitted, Professional Service In ~~:, R DISTRig1'~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455· 1170 Page_1_of _t INSPf;CTION REPQRT CLIENT ____ k----=---'-~..a..(:)=--~--- DATE 3-Z.0 -<fl Architect-----------------------,...'----'---- Contractor. ___________ ;_...a ___________ ____ INSPECTION MAT'L SAMPLING· QTY _OSHPD __ Concrete Cylinders -- _OSA ___ Cement --__ Specialty -.-Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms -·-- __ Roofing __ Masonry Bio-ck __ Concrete __ Fireproofing --__ Masonry __ Units (block or-brick) -- ..L... Struct Steel __ Asphalt Concrete -- __ Prestress Cone · __ Roofing --·- __ Pile Driving __ Reinf. Steel __ Fireproofing -. _Steel __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Stra.nds) __ Soils Technician __ Other -·--__ Batch Plant __ Other. __ Bolt Pull-Out __ Other 1 . I -·- ·-,~ REMARKS PROJ.ECT (Narne) 'fu.., te¼>n · )V\f\<Ct:f:e.. -(Address) ______ __,, __ _ ~~\St3*1b , er~·. REPORT NO. 701-0'2...-40,¥ Building Permit No.. , 7-"3 'Z. '3 4 Plan File No, ________________ _ Govt. Contract No.------------------- OSA or OSHPD #------------- Other----,.------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf,: Rebar ./ Plan & Specs _ Rinf.: W.W.F. ___ Clearances _ Rinf.: Tendons . _ Positions -: _ Cone.: Mix #/psi _._Sizes _ Cone.: Mix #/psi _.Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ _ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi --. Mortar Batching _ Units: Block · _ Electrode Storage _ Units: Brick _ Torque Applied · ./steel '4sZ::iM. A-Sb-0 -rl . __ H.S. Bolts _ Metal Decking ...L.. Electrodes &' 7 c:> JU. C. _,. . .= c· _ Fireproofing _Other _ Corrective· -action required __ _ Corrections completed V,~,..,,_.\L2f ,~~?!itiec:L ±le. £ l\e-:\: 1,")C.,W,~ -4,-...,__ t¾>=-~ CERTIFICATION OF COMPLIANCE: To the b_est of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This rep~rt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME=-::I> ~~-v '"-~ 5l-1G 7 INSPECTORSIGNATU~_,~•, .. ~ PSI-B-900-170(2) Y No :::c<"..® ~ 't ~ I 't) ~ , S'p -II ~-£ I CERT .. --I --- DATE _____ ~.3=---2..._o_ ... _c;',_~-=---------.,.,.,...-'"'-"• · L .1 Environmental ~ DSf Geotechn~cal _ •-,. Construction Consulting • Engineering • Testing · Page_1_of i INSPECTION REPORT CLIENT---o=L.....,,Q,ca..;6~0"----- DATE_Y_-_.~.._~_,..,..,g: __ ~_ Architect _____ H...__o--'K,--=-...,.st,.......,,· _J_t~....____,-'-'. E=----- Engineer___.rY\.__,._ .... &,.._~-ffi""'-'~~...;;' ~~....___,.})..,~=-'-'NY==-------- Contractor._R..........,-...::;s:;_i&=1v=A,:~1d=~s~:-i3-l;;,~12--0=S..e...t..,_---,-_ INSPECTION MAT'L SAMPLING QTY _·OSHPD _ Concrete Cylinders _QSA _Cement -·- _Specialty _ Mortar Samples -- _Mechanical _ Grout ·samples -- _Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _ Fireproofing _Masonry _. _ Units (block or brick) --· ~Struct Steel _ Asphalt Concrete -- _ Prestress Cone __ Roofing -- _ Pile Driving _Reinf. Steel -- _ Fireproofing _Steel -- _ Waterproofing _._ H.S. Bolts ·-- _ Non-Destructive . _Tendon (PTStrands) _Soils Technician _Other --· _Batch Plant _ . Other _ Bolt Pull-Out _Other PROJECT (Name) . Laac _l 14:r:id (Address)_.,,._ _______ -,--__ C19:,-i_/s Bal) ) G.. _ REPORT NO._..,,.. __ -7~0-2-...0-.2_;_. E...,.;::-5:2~""-'/.____.__. Building Permit No ...... -___ 9,.__...7_ ... ___ 3....,s. __ · -SS:~---'-- Plan File No,---------,----------~---- Govt. Contract No.--------------- OSA or OSHPD #,-:-..,.. --------------- Other .5,., aj6w0 -((}tc;:e.C.dE MAT!=RIAL DESCRIPTION ~SPECTION CHECKLIST _ Rinf.: Rebar _. ._ Plan ~ Specs __ Rinf.: W.W.F. _ Clearances _ Rinf.:·Tendons /positions --Cone.: Mix #/psi /sizes. _ Cone.: Mix #/psi Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi . _ Consolidation _. Mortar: Type/psi _._ Mortar Batching .-Units: Block Z Electrode Storage ._. Units: Brick ___ Torque Applied ./ Steel 11:Sim ~ ~ ~ _ H.S. Bolts . __ _ Metai Decki!:,51. · . · / Electrodes ~-? Oit1" .C'.',.,;, 1111<.. _ fireproofing . _L Othet\5,T/V\ If-. '??fa _ Corrective action required ____ _ Corrections completed REMARKS T nsPEcTED .:the. . Gtk+ And E{A-~ ·l3GV€"L-:6~vs= weiJ>;~G, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise· noted, substantially compiles with approved plans, specifications and applicable·sectfons of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J;)ft:13 x~~ G CERT. NO. I'c.80 -:fl ,?70 J 1 ~:iill INSPECTORSIGNATURFD~~ ~ PSl·B-900-170(2) . ·y DATE_. ____ '-f---...'l>-~-9'--"~-------- OCT 23 '98 11:33 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.12/12 REPORT OF DAILY SHJNGLE ROOFING INS~CTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Const:ruction SUPERINTENDENT'S NA.Ml!: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DA TE: 10/1S/98 Areas worked: Marche Building PROJECT: Lego Family Park US~ Cannon Road, Carlsbad, CA RE.PORT NO: 059-70202, 219-77044( 70) -91'1 ---------------------------,-------Squares Colllpleted Today: ______ _ Weather: cloudy a.m./sunny p.m. Temperature: 60 · °F to 75 nF Roofing foreman: Bill Sellon Crew Sizc:,--:.4 __ Time Worked: 7:00 AM to 3:30 PM COMMENTS: 1. Roofers worked on tower and lower decks. 2. Torch down on small deck. PSI INSPECTOR: ----=S=o.;..nn_.y_.,,J=ohn=so=n ...... ____ _ Profc!isiorr.1! Service lndustries, lnc., 350 S. Maple, Unit K, Cornna. CA 91720, (90!)) 272-4230 ** TOTAL PAGE.12 ** SEP 29 '98 11:31 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.05/06 R.EP0R1' 01'' DAJL Y BUIL T:.up ROOJ:'"ING INSPECTION OWNER: Lego Land Estates. Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 23, 1998 REPORT NO: 059-70202, 219-77044 (59) -Cf3=5 Areas worked: Marche Building _______________ % Project Coinpleted: __________________________ _ Weather: cloudy morning, sunny afternoon Roofing foreman: Bill Sellen . · Crew Size:,.!__Time Worked: 6:30 a.m. COMMENTS: Install Tamco shingles on Mansard roof area. 1. Forty-lb. paper already installed. 2. Laid starter course granular side up and nail down with 4 nails. 3. Laid shingles with key on line every third course. 4. Nail down shingles with 6 :nails per shingles (E.G. 1 "). 5. Cut shingle into thirds for use as hip ridge pieces. 6. Nail down hip ridge pieces wjth 2 nails. Temperature: to 3:00 p.m:· ·. 60 uF to 75 uF ,,. NOTE: Sheet metal company didp't seal 'laps on edge metal and didn't wrap inside corners of edge metal. PSI INSPECTOR: Bert Mantik ProressiorwJ Service Induscr!es. Inc •• 3SO S. Maple. Unit K. Corona. CA 91720. (909) 272-4230 SEP 29 '98 11:31 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.04/06 REPORT OF DAJLY BUILT-UP ROOFING INSPECTION OWNER: . Lego L.l.nd Est.ates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR:,,.,Bernards Brothers Construction SUPERINTENDENT'S _-NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 24. 1998 REPORT NO: 059-70202, 219-77044 (60)-o/'31..,Q Areas worked: Driving School west-east/ Marche building _____________ · _% 'Pi'~ject Completed: ____ ~9~5'-% _____________ _ Weather: cloudy morning, swmv afternoon · Temperature: ___ 60 ____ °F to 75 "F Roofing foreman: Bill Sellon Crew Si:i:e:L_J'irhe Worked: 7:00 a.m. to-e-"4...,:00:.:...oaP=·m=·---------- Cant Size: n/a Type of Drain:'-'S=m=i=th"'--____ .._,;Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes _ Dry: yes Slope:...,._ =1/...:..4_" .._pe=· r...:.fi.,_oo=t _____ _ Material Protection: On pallets? yes Covered? yes Labeled? . yes . Dry? __ y ___ e-=-s _____ _ Base Ply: GS Glasbase Base Sheet, #2.5 Attachment: l" round head nails Spacing: 18" O.C .• 9" O.C. at laps Roof Ply Type: Flintglas Type IV and GMS Roll Roof1ng . Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:~s=o-li .... d ___ h __ ot ... m ....... o~p _______ _ Surfacing: Type: rock Embedment:-=-h=o __ t =as,,.,p=h=al=t _________ _ Flashing Type: Flintlastic OMS/fl Modified Asphalt Spec.#. =:M __ B=F __________ _ Attachment Method: solid hot mop. Fastener: 1;' round head nails Spacing: 9" O.C. Bitumen: Type:. III· · Bulk shipment or carton? ___ c-a~rt-o=n ________ _ (EVT "F) Kettle T~mp: 8:30. a.m. 475°F 11 :00 a.m. 500. °F 1:00 p.m. 510 °F Rooftop Temp.: __ a.m._"F ___._n.m. "F __p.m. _°F Edge Metal Type: galvanized Gauge: __ ...,.2 __ 4 __ _ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: ---1h~o::.:t-=a:::.isP::=.h=al:.:-.t _________________________________ _ Debris Removed: yes Penetrations Sealed: yes . Test Cut: . no _.....__ ______ _ COMMENTS: l. Mastic ac drains, rolled out base, lee relax, nail down to Specifications east building .. 2. West buildng: Nail down met.al edge at 5" O.C. with 1 '; E.G. nails, with mastic underneath around perimeter of building. no poly base used, prime on top of metal. 3. Solid mop modified cap.over metal edging. 4. Solid mop rock onto roof at 5 Qags per s~e (7/8 cu. Foot per bag). 5. East building: Solid mop one ply Type IV. 6. Nail down metal edge with l" E.G. nails, 5" O.C., prime oil top, mastic bottom. 7. Nail down-metal edge with l" E.G. nails, .5" O.C., prime on top, mastic bottom. 8. Solid mop modified cap in place. · PSI INSPECTOR: Berl Mantik Prnfcssional Service Jnduscries, lne .. 350 S. Maple, Unit K, Coron,,, CA 91720, (909) 272·4230 SEP 29 '98 11:30 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.03/06 REPO~T OJ; ·DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road. Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers CQnStructlon SUPERINTENDENT'S_NAME: Chuck Schneider ROOFING CONTRACTOR:. Hayden Roofing Company DATE: Sept. 25, 1998 REPOR1' NO: 059-70202. 219-77044 (61)-C/37 Areas worked: South Food Stand/ Driving School, east/ Marchc Building _______________ % Project Completcd: ____ ..::.9=5=%----'----------- Wcathcr: cloudy morning. sunny afternoon Temperature-: --=6;.:;.0 __ °F to 75 °F Roofing foreman: Bill Sellon Crew Size:L.,Jime Worked: 7:00 a'.m. to --.:.3""":3'""'0 ... p'""'.m=-. _________ _ Cant Size: 3" Type of Drain::...:Sm==ith=------_,,Cricker size/slope: l/211 per foot Deck Type: plywood Clean: yes Dry: yes _ Slope: ....... l/ __ 4_"_p __ er ____ fo-"o ___ t _____ _ Material Protection: On pallets? yes Covered? yes labeled'? yes . Dry? _y __ e __ s _____ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: l" round head nails Spacing: 18" O.C., ·9" O.C. at Japs. Roof Ply Type: Flintglas Type IV and GMS Roll Roofing _ Specification No: GMS-2-3-III Modified Number of Piles: Three . Application Method:--=s=o=lid=-=h=ot=m=o=o.,__...,.... ______ _ Surfacing: Type: rock Embedment:_h=o __ t ru=s""'p=ha=J-=-t ________ _ Flashing Type:· Flintlastic GMS/fl Modified Asphalt.. Spec.# .... :M __ B ___ F __________ _ Attachment Method: solid hot mop Fastener: I" round head nails Spacing: 9" O.C. Bitumen: Type: III _ Bulk shipment or carton? __ . ___ c=·a=rt=o=n..__ _______ _ (EVT "F) Kettle Temp: 9:00 a.in. 350"P 11:15 a.m. ~95 °F 1:00.p.m. 505 °F Rooftop Temp.: ____ a.m._°F __J!.m. "F ____p.m. _11F Edge Metal Type: galvanized Gauge: __ _.2:=,.4 ___ _ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: ____ h=o~t~a=-sp.._ha=lt~------------------------------- Dcbris Removed: yes Penetrations Sealed:__..y-=es"--_Test Cut: ___ n __ o ______ _ COMMENTS: 1. South Food Stand: Tongue and groove plywood was not used for decking, unstable al joints. Inspector had Bernard Brothers (General Contractor) strap in joints with metal scraps and sci·ews 4" O.C. Finished by 1 PM. Roofers moved to Drivint School east building and Marche Building. 2. Driving School cast building: Finished mopping in Modified cap. 3. Solid mop modified cap into base flashings, nail on top 9" O.C. 4. Screw down drain rings. 5. Solid mop rock onto·roor, 5 .bags per square. MARCHE BUILDING, 2nd story roof I. Continue laying Tamco shingles over forty-lb. paper. 2. Four 1" E.G. nails p~ shingle. 3. Cut shingles into thirds for use as hip, ridge pieces and nail down with 2 nails per piec~. 4. Along chimney, roofers used aluminum shingle flashing. One flashing piece per shingle going up chimney and nailed down. 5. Laid ridge pieces and nailed clown. Two t" E.G. nails per piece and mastic where needed. PSI INSPECTOR: Bert Mantik Prnfc~sinnal Service Industries, Inc .. 350 S. Maplt, Unit K. Curuna, CA 91720, (909) 272-4230 l ;/ Information • ®To Build On Page_1_of _/ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) Leco ~ j CLIENT_..:cL~e_c,,,__1._{,L-) ---- DATE_ ........ /_-_'1_---L-j-'-7_· _ Architect __ ___.__/j...L--.....,D"'----A .... t:=---'---------" Engineer __ lfYZ"--·.....,__,4:"-"m'-· _,_ _____ -'----,--- Contractor. __ -'-B ..... -~T_))<--=f=---------'--- INSPECTION MAT'LSAMPLING QTY _OSHPD _ Concrete Cylinders --__ OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical _ Masonry Prisms -- __ Roofing __ Masonry Block --XJ Concrete __ Fireproofing --__ Masonry ___ Units (block or brick) --·v __ Asph~lt Concrete __ Struct Steel -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other --·- __ Bolt Pull-Out __ Other .. (Address) _________ "4- C,+ze_/58 >~ C REPORT NQ. __ __.7_D_2..._cJ_2.._· --=--- Building Permit No. -----,-----+,~""""'0~?;_:3 __ _ Plan File NO,---------------- Govt. Contract No._....._ ____________ _ OSA or o:cr #4 -~ 4 Other--\-b--~'---~~X~\ ........ d_~---~-'------- MATERIAL DESCRIPTION _ Rinf.: Rebar _ Rint.: w.w.F. _ Rinf.: Tendons- _ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Cone.: Mix #/psi ___ Grout: Mix #/psi _ Mortar: Type/psi __ --Units: Block ____ Units: Brick _Steel _H.S,Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other . -.._:; ( .. INSPECTION CHECKLIST _ Plan & Specs _ Clearances _ Positions _Sizes _Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batchinn _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge,_ all ofthe reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO . .....,3,.._· .J...S:::-*"3'--W........,._' -------- INSPECTOR SIGNATURF . ~aLJ PSI-B-900-170(2) . DATE _ ___,/'-·_-_._?_-_o_._)--=-7 ______ _ 1 ra ~ • f 1rqurmaaun ,~,.,. ~To Build On .., Engineering • Consulting • Testing Page_1_of_ INSPECTION REPORT CLIEN~~ ~"'1e.rfNC • DATE/-/tf'-7 C) Architect ______________ -----___ _ Engineer __________ -'--------"--- Contractor. __________________ _ INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders --__ OSA __ Cement --__ Specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing . __ Masonry Block __ Concrete .--Fireproofing· --__ Masonry __ Units (block or.brick) --__ Struct Steel __ Asphalt Coocrete --·- __ Prestress Cone _._Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel. -- __ Waterproofing __ H.S. Bolts --· __ Non-Destructive __ Tendon _(PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other -·- __ Bolt Pull-Out __ Other -·-- REMARKS l?JAP0: F 't/ ir7 PROJECT (Nam~&t~t?~~;.:.,e_ & (Address~Lr' b<10: ~ REPORT No. t.:>;i9-7~ 2-t:t 2,..,-/o 75- Building Permit No, _____________ _ Plan File NO.----~----------- Govt. Contract No.-----'------------ OSA or OSHPD #------------- Other_-'--------------------- MATERIAL DESCRIPTION. INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & ~pees _ Rinf.: W.W.F. _ Clearances _. Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _, -. Cone.: Mix #/psi _Laps _.. Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi . _ Consolidation -. Mortar: Type/psi _ Mortar Batching _· _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _. Other _ Corrective action required __ _. _ Corrections completed ...... S11 yf' Cd,.:_e_s-l.Afox.-e m~ .r~J ,,vcJ;tt/-·..S,(A-itll/e,, 79,,GQ?t~ .t>~~qor:I UA e,e c,, Cl LlN/,v,N f,r:,JC-? c:P '%ie d r CA.!:' J" I (1 .v .. ~B ,t w ~ ? G ~A.!"Al'.;;,OC:: 7o" CA£ /'-a.-'c.., Eup-m6.>G 2%·s~5 . /!Crc; r'~~ec/ ll614:c,1}L CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan$ specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF /31G.J411 of' s /Ze)dt-:):i;.._. ·CERT. NO. ________________ _ _ /'J'rint ~rly) INSPECTOR SIGNATURe~ ,,..c-e~ PSl·B-900-170(2) DATE /-/<f'~ 9' c; l ;/ lnjiJrmation --• ~To Build On · Page_1_of_l Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) ______ k~__..;&,c-,;Qs...,.._/d_.____,_--cuENr ___ L""""c=--=~a...c=---- oArE __ ( --~Jd;.q.--....,_j_._j __ Architect l=ia/C Engineer V\ll 4 /IV1 Contractor ~BBC INSPECTION MAT'L SAMPLING __ QSHPD __ Concrete Cylinders _OSA __ Cement __ specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical _._ Masonry Prisms __ Roofing __ Masonry Block -iJ-concrete __ Fireproofing __ Masonry __ Units (block or brick) __ struct Steel __ . Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing ___ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician _· _Othe.r __ Batch Plant _._Other __ Bolt Pull-Out __ Other REMARKS T. /\ "> fl<,,J;_J w·· QTY -- ------ -·- -- -- -- -- -- -- -- --· -- --·- -- (Address) ___ -.-_____ .,,......__ Cw+£--(S 8 l4 (), (Jq 'tD LG c -/tJ-J7' REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSAor 0SHPD # Other MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ~Plan & Specs .¥.. Rinf.: W.W.F. ~ 10 (., _ Clearances _ Rinf.: Tendons fa Positions _ Cone.: Mix #/psi ..-t1' Sizes _ Cone.: Mix #/psi ..)!2_Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi __ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking ___ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowleclge, all of the reported work, ·unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME'j):%~. Vt-6 G . INSPECTOR SIGNATIIR~{((2_y PSI-B-900-170(2) CERT. No.~'3"_5'_3=,.· _ _._1.....;::K'---------- DATE _ _.._l----'-"/;J.. ____ ,_'t..__,_.~------ REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVE~IDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 20, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-7Q202-391 =========================================:-==-=--· -=:-:==:_-__ -__ -__ -__ ---· -·-- FIELD DATA: LOCATION OF PLACEMENT BRIDGE FOOTINGS DUPLO VII.:;LAGE BRIDGE P~RMIT # 97-2027 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F March 12, 1998 06:00 am 4 56 CONCRETE TEMPERATURE, °F 70 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 13, 1998 PSI\DEREK PETERSON SUPERIOR READY MIX SUPPLIER PELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR READY MIX 348364 354P NQIE;AP..ELlCABiE.ASIM.$IANO.ABO.S..!.lliwi.S.ll..O.IlllIB.W!Srulli!I.CAIED.:§J.llMe;._cj§_3~-AIR CONTENT' C231-91b· TEMPEBA[URE· C1064-86(93\·CAPPING· C1231-93 . -- LABORATORY NUMBER 16563 16563 16563 16563 SP ECIFICATIONS .. REMARKS: COMPRESSION TEST RESU.LTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/J.9/98 B 28 '04/09/98 C 28 04/09/98 D 28 _K_ Cyllnders made by PSl representative. Cylinders made by Architect's oi Contractots representative. ASTMC39-94 TOTAL CYLINDER LOAD ·DIAMETER (LBS.) (IN.) . 75000 6.00 10,5000 6.00 +07000 6.00 · Cyli_nders picked up by PSI ]:_ representative. _ Cylinders delivered to PSI laboratory. ALL CYLINDERS CAP-PED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSlVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 28.27 3710 Cone ,28.27 3780 Cone 3000 Test results comply,with applicable X specifications. Test results do not comply with O ~ iS C617=·co\".\ r of',~, Respectfully submitted, cc : LEGOLAND ( 4) , BERNARD BROTHERS, ff. 0. K. , CITY OF · CARLSBAD ~::;_•ndce Industries, Inc. DAVID J.l: ~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL S~RVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT/MANAGE;cEf Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE; COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES ,INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 28, 199,8 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.,: 059-70202-526 ····===========;:::=========:::::::':::======================== FIELD DATA: LOCATIONOFPLACEMENT DUPLO BRIDGE CAST~IN-,PLACE WALL$ DATE PLACED TIME SLUMP, IN. AIR CONTENT, % April 16, 1998 1,0 :30 am 3 1/2 AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F 68 DATERECEIVEDINLAB April.17, 1998· FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DAN RAMAGE. NELSON & SLOAN SUPPLIER DELIVERY:TIC,KET NO.rtRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE; AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C39-94 NELSON & SLOAN 690141 522 SPECIMEN TEST TOTAL CYLINDER CYUNDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST .. 16798 A 7 04/23/98 16798 B 28 05/14/98 16798 C 28 05/14/98 16798 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative, Cylinders made by Architect's or Contractots representative. ' LOAD DIAMETER (LBS.) (IN,) 91000 6.00 Cylinders picked up by PSI' ff. representative, - Cylinders delivered to PSI laboratory: AREA STRENGTH TYPE OF BREAK''' (SQ, IN,) (PSI) :;!8 .27 3220 Cone 1 i-!' ,_1!..:i.1 ~-;,.,: '\,, . eJ-. , ¾,· :?--?rr~-i:_ 3000 Test results comply with applicable specifications. Test results ao not comply with applicable specifications. .. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ~STM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BEJNDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSION,;~· SERVICE-INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~onal Service Industries, Inc. DAr:1£:~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · Page_1_of .Z... · INSPECTION REPORT CLIENT_k__,,._r;.,_./J.....__--'-_ DATE _ ___,l __ -_.3""--·z'_f/:,c._a_. __ Architect __ ~fl--~{)'---"/C-=---------- Engineer_..Ll}t__,__~=-~LJ,_""-~ ___,f'-'_,.@~=A-.~~=· ~t.~0=e::::~ ..,..,._ ~~- Contractor._23::~~Zl1.~ ..... 'll<.J.;· _cl ___ ~~i.,,c,o .... n_S..___----,-__ INSPECTION MA T'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA _. _Cement _Specialty _Mortar Samples --· _ Mechanical _ Grout Sampies -- _ Electrical _ Masonry Prisms -- _Roofing _,_ Masonry Block --· _Concrete _. Fireproofing ·-- _Masonry __ Units (block or brick) -- Lstruct Steel _ Asphalt Concrete -- _ Prestress Cone ·_Roofing -- _ Pile Driving _ Reinf. Steel -- _Fireproofing _Ste,el. _Waterproofing _H.S.Bolts -- _ Non-Destructive _. Tendon (PT Strands) -- _Soils Technician _. _Other -- _Batch Plant _ ·Other _ Bolt Pull-Out _Other --· REMARKS PROJECT (Name) U,o/4..nd (Address>--=---------=:---~ !ft:, a. . > REPORT N0. ___ 7_.o....,2-~---2-..... ___ _ Building Permit No. ---...... 9-l_---=Z,;;.A/_2.=-"'g'.__ __ _ Plan File No·---,--------------- Govt. Contract No.-------------- OSA or ~PD#! Other _/.2t '/ /6 MATERIAL DESCRIPTION ._. Rinf,: Rebar -. __ Rinf.: W.W.F. _ Rinf.: Tendons _ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Cone.:, Mix #/psi _ Grout:. Mix #/psi _ Mortar: Type/psi: _ Units: Block __ Units: Brick v'steel. ~ll:11. d:_$('2 _61.s.Bolts;.,; .. ~ A-~7~ _ Me.tal Deckina ~Electrodes I:, 10'fft' ~-~A,..,, _ FireproofinJ -li?1m ..:fL Othertit 'f, · £1,()~1.A-. .. I . , INSPECTION CHECKLIST / Plan & Specs ..L Clearances / Positions _Sizes _Laps _ Future Continuity #/psi _ Consolidation- _ Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed {>l..t!~::i±~E-;~:t~f~~t~~ ~~~ 2=~c~~:~,; CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all ofthe reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~~-~ ~)· INSPECTOR SIGNATIJRS_Q_,¥ PSl·B-900· 170(2) . :Z::C~o c-, CERT. NO. t;2703 3$J7,; I PATE._,....,,..---,---t,-~-'3--_~_-_______ _ Inspection Date Jps.•1 Professional Service ·Industries, Inc. American Engineering Division· INSPECTION REPORT -__, Page.2of ..2 . l,. II:!!-iiJ Information ~..,. ®ToBuild On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCIN~S SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 02, 1998 OUR REPORT NO.: 059-70202-741 FIELD DATA: LOCATION OF PLACEMENT DUPLO BUILD PLAY. PAVILLION. DATEPLACED June 22, 1998 TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATERECEIVEDINLAB June 23, 1998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE IWIE:AeeLICAlll.~OAB~®-O.IlilIBIM.&EJMQICATED· SLUMP· CU3,90a· AIB CONTENT· C231·Rl b· TEMPEBAIURE· C1064-86C93l: CAP.PJllil· COMPRESSION TEST RESULTS -ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) 17341 A 7 06/29/98 66000 6.00 28.27 2330 17341 B 28 07/20/98 84000 6.00 28.27 2970 17341 C 28 07/20/98 92000 6.0b 28.27 3250 17341 D 28 07/20/98 85000 6.00 28.27 3010 SPECIFICATIONS TYPE OF BREAK Cone Cone Cone Cone REMARKS: Cylinders made by PSI representative. Cylinders made by Architect's or Conlracto~s representative. Cylinders picked up by PSI representative. · ·rest results comply with applicable specifications. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. cc: LEGO LAND ( 4)., BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION.BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200~ (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA 'ENCINAS SUITE 130 CARLSBAD, CA 92008 March 27, 1998 LOCATION OF PLACEMENT DUPLO RETAIL SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 19, 1998 09:45 am 4 1/2 65 March 20, 1998 PSI\DAN RAMAGE NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-424 SUPPLIER DELIVERY TICKETNO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N?LSON & SLOAN 685488 515 COMPRESSION TEST RE;SULTS ASTM C:39-94 SPECIMEN TEST TOTAL CYLINDER. CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16609 A 7 03/26/98 65000 6.00 28.27 2300 Cone i6609 B 28 04/16/98 100000 6.00 28.27 3540 Cone 16609 C 28 04/16/98 970·00 6.00 28.27 3430 Cone ·- SPECIFICATIONS 28 2500 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable X specifications. Test results do not comply with Cylinders made by Architect's or Contracto(s representative. ALL CYLINDERS CAPPED Cylinders delivered to PSI laboratory. applicable spec1f1cations. IN -ACCORDANCE wr(3€}N,r;Q RMS TECHNICIAN: DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~~/ Ser,"~ /~es, Inc. THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY-PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•200-4 (4)F DAVID J. AN, RCEr DISTRICT AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 27, 1998 LOCATIONOFPLACEMENT DUPLO RETAIL SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 19, 1998 08:00 am 4 67 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 65 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March ~o, 1998 PSI\DAN RAMAGE NELSON & SLOAN PROJ!:CT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-422 SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. 6 8 5 4 0 3 MIX NUMBER AND PROPORTIONS 515 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOIE:_A!:ELICAB.l.EASIM..filANPARDS UNl.Ja.S.S..9.Il:llIBWl5!:-lliQl,CAIE;l).:.sLlil,)e.~JlJ1· AIR CONTENI;_c231-91b· IEMPEf1AIURE· Q1064-B6C93)· CAPPING· ¢123.1. COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE· DATE OF LOAD DIAMETER . AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16626 A 7 03/26/98 560'00 6.00 28.27. 1980 Cone 16626 B 28 04/16/98 105000 6.00 28.27 3710 Cone 16626 C 28 04/16/98 9!JOOO 6.00 28.27 3470 Cone 16626 D - SPECIFICATIONS 28 2500 REMARKS: _K Cylinders made by PSI representative. Cylinders picked up by PSI .K_ representative. Test results comply with applicable .K_ specifications. Cylinders made by Architect's or Test results do not comply with Contractor's representative. Cylinders delivered to PSI laboratory. applicable specificalions. ALL CYLINDERS·CAPPED I~·~CCORDANCE WITeooroRMS TECHNICIAN: DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, ~.O.K., CITY OF CARLSBAD l:::!!:::,ss{onal ~ervice Industries, Inc. cer~it ~- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F DAVID J. AN, R~E {I DISTRICT AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 L ••~•1 Information ~,.,. ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 July 30, 1998 REVISION #2 OUR REPORT NO.: 059-70202-800 LOCATION OF PLACEMENT DUPLO FAIRY TALE TURN TABLE FOOTING NORTH SIDE DATE PLACED TIME July 23, 1998 02:30 pm SUPPLIER DELIVERY TICKET NO.rtRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 003 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4 73 85 July 24, 1998 PSI\DEREK PETERSON NELSON & SLOAN CEMENT WATER· FiNE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABJ.E.ASJ:M STANDARDS UNLESS Pil:l~DJCAIED:§J.liME:...CHH!l~~C231-91 b· JEMPERAJ:URE· C1Q64-B5(113J;J;APPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RES UL TS ASTMC39-94 TOTAL CYLINDER LOAD. DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH 522 NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 17461 A 7 07/30/98 50000 6.00 28.27 1770 Cone 17461 B 28 08/20/98 8500.0 6.00 ~8.27 3010 Cone 17461 C 28 08/20/98 8,1000 6.00 28.27 2870 Cone 17461 D 60 09/21/98 86000 6.00 28.27 3040 Cone .. I SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results-comply with applicable X specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders c:lelivered to PSI laboratory. Test results do not comply with applicable specifications. 60-day break meets 28-day specification requirement TECHNICIAN: DEREK PETERSON' ~ o l&J~ At S OF CARLSBAD V ., t,t~·~~onal S~rvic. Industries, Inc. cc, LEGOLAND (4), BERNARD BROtrHERS, H.O.K., CITY lZ.~ DAVID . RYAN RCE THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, 'INC. DIS TRI CT MANAGER PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l •' ~ ;1 lnfomtation ~_,• .To Build On Engineering • Consulting • 'nasting REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 30, 1998 OUR REPORT NO.: 059-70202-B00 FIELD DATA: LOCATION OF PLACEMENT DUPLO FAIRY TALE TURN TABLE FOOTING NORTH SIDE DATE PLACED TIME SLUMP, IN. AIR CONTENT,% July 23, 1998 02:30 pm 4 73 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F BS DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 24, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) 17461 A 7 07/30/98 50000 6.00 28.27 1770 17461 B 28 08/20/98 17461 C 28 08/20/98 17461 D SPECIFICATIONS 28 3000 NELSON & SLOAN 003 522 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. ____ Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BV PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-<I (4)F Respectfully submitted, Professional Service Industries, Inc. J!i1~1t ;-- DISTRICT~:£- Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ~ -, Environmental K I ~ 8::!f:U';;1I::' Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT . DATE 7-Z-3 -czB Architect--1:.:zc.o=.1 __________ --'-__ ..__ __ ~ Engineer Mdte rz,u INSPECTION MAT'L SAMPLING QTY _OSHPD x Concrete Cylinders _:;_· _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing ___ -Masonry Block -- _x..concrete __ Fireproofing --__ Masonry __ Units .(block or brlck) --·-__ Struct Steel __ Asphalt Concrete --- __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel --· __ Fireproofing __ Steel --- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ---- REMARKS PROJECT (Name) 1..g.,o <-A&D (Address) ~.u.sa&> &. REPORT NO. C?s9-7s2Z9"'- Building Permit No ..... ,¢'-r'-'-·_._ ___________ _ Plan File No.--,--_-.----,------------- Govt. ·Contract No.---'-'---------------- OSA or OSHPD #------------- Other M?o MAf.ERIAL DESCRIPTION INSPECTION CHECKLIST >< Rinf.: Rebar &~1~/(M. '--v ~ Plan & Specs ___ Rinf.: W.W.F. ~ Clearances _. _ Rinf.: Tendons '>.-Positions ---2C'Conc.: Mix #/psi -:fz,z..-gooo _Sizes __ Cone.: Mix.#/psi _Laps __ Cone.: Mix #/psi. __ Future Continuity #/psi ~ Consolidation \':@hi w,<.. I _____ Grout: Mix #/psi ! ____ Mortar: Type/psi _ Mortar Batching f __ Units: Block _ Electrode Storage l ___ Units: Brick _ Torque Applied I I __ Steel -l __ H.S. Bolts l ! __ Metal Decking ___ Electrodes ' ' ___ Fireproofing __ Other _ Corrective action required __ _. _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the·rep6rtl;ld work, \Jnless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locaiions of thf;l work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-~......,::~-+--""""'.c::;_ _ __,.. __ PSI-B-900-170(2) CERT. NO. o8:!3D9 f3 /-$5' DATE_~?_-_z~3~--9=.g ______________ _ Page_1_of_ · INSPECTION REPORT CU ENT LB?pq t.A&./b Architect__,l-f'-'--"O=K.;;;..._ ______________ -'- Engineer m,11'2-nr-J INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- __ OSA _._Cement -- _Specialty __ Mortar Samples --·- __ Mechanical __ Grout Samples _Electrical __ Masonry Prisms _Roofing __ Masonry Block -- X-Concrete __ Fireproofing -- _Masonry __ Units (block or brick) -- _ Struct Steel __ Asphalt ,Concrete -- __ Prestress Cone __ Fl9ofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing -. _Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ tf?ndon (PT Strands) -- _Soils Technician _. _Other -- __ Batch Plant -. __ Other -- __ Bolt Pull-Out __ Other -- REMARKS i3 U LL l;[TV;<.._;I PROJECT (Name) L...<;[bo LA?vb (Address) &!IU-51!AD &:1, REPORT NO. 05er-ro::z_qz. Building Permit No.--'-'Nc+A-'-'------------ Plan File No,---'--,--------------- Govt, Contract No.-------------- OSA or OSHPD #---------------- Other /2wZ:>c...o FRlf!-Y --rJ4L,c ru~&-<-r MATERIAL DESCRIPTION INSPECTION CHECKLIST . ..->.. Rinf.: Rebar A6. l5.M.-~ O 2:--Plan & Specs __ Rinf.: w:w.F. ~ Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi x Sizes _. Cone.: Mix #/psi . >-. Laps _. Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block _. _ Electrode Storage __ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ >-Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowl~dge, aU 9f the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR SIGNATURE ~:.:::-~-1---1-..,..,_-=;.--,...--- Ps1-s-soo-11oc2) CERT. NO. CJ8/!3Q9'.l3/-8g DATE_,.._,_7_-~'Z-~/_-~?~g=------------- J,,., ii C::,=t;:f Page_1_of_ • Construction Consulting • Engineering • Testing INSPECTION REPORT DATE 7, Z-V -9$ Architect~Hc~· -o~J~c ________________ _ Engineer oa t&&·o,U INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Concrete Cylinders -- _OSA __ Cement --__ Specialty __ Mortar Samples. -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ . Masonry Block -- ..}c_Concrete __ Fireproofing --__ Masonry __ Units (block or bri9k) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -·-- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS ,q 'i>i2t-rD PROJECT (Name) tefl:zo L4A.--,P (Address} ~@U§o&P {!A, R~PORT NO. os1-:zo2-.o-i. ·"-7:33 ,,,C Building Permit-No. _IV...........,.,A~------------ Plan File No, ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _2s:. Rinf.: Rebar 4t:,rs (£.(1.., ~D ~ Plan & Specs __ Rinf.: W.W.F. .,.),--Clearances __ Rinf.: Tendons ~ Positions _._Cone.: Mix·#/psi .a;.:::_Sizes __ . Cone.: Mix #/psi ·;< Laps __ .Cone.:· Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel .-H.S. ·Bolts _. _ Metal Decking __ Electrodes __ Fireproofing __ Other Xcorrective action required __ . _ Corrections completed s: 1 :Z,;1 .J &11/V>cc; LAP CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unl~ss otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the wo~ inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-,c.....:::c...,_..__"'*""...a--___,,---- Ps1-e-soo-110(2J CERT. NO. OBB,o''i't31-B-::1 PATE 7-"Z0-98 l i:=7 Enwronmentm I Geotechn{cal .. Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 27, 1998 LOCATIONOFPLACEMENT DUPLO RETAIL SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, '°F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 19, 1998 09:45 am 4 1/2 65 March. 20, 1998 PSI\DAN RA.MAGE NELSON & SLOJlli PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-424 SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 685488 515 NOIE:.AeEJ.LCA8L.l<ASIMJ>.II\NPABll.SJllil.el>.S~™El:!:Jil.l./Me;_C_l4H0a· AIB CONTE_NT· c231-91b· TEMP_ERATURE· C1064-86(~3); CAPPING· C1231~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16609 A 7 16609 B 28 16609 C 28 SPECIFICATIONS 28 . . COMPRESSION TEST RES UL TS ASTMC39-94 TOTAL CYLINDER DATE.OF LOAD DIAMETER TEST (LBS.) (IN.) 03/26/98 65000 6.00 04/16/98 04/16/98 . REMARKS: -~ Cylinders made by PSI representalive. Cylinders picked up by PSI _K representative. Cylinders made by Architect"s or Contracto~s representative. Cylinders delivered to.PS_I laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.)· (PSI) TYPE OF BREAK 28.27 2300 Cone ,_\ 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WI.TH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CI~Y OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE.OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, re~2:·· DJ;STRICT MANAG Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Information • .ToBuildOn Page_1_of _/_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT_...,J_--=~=--,-+-=c; ___ _ DATE--L~d_,t:?~1_-:f __ 8 __ Architect._ __ L-1-/.........,Q--..( ________ --'_ Engineer ___ "1......__J.. ...... h,\., _____________ _ Contractor.__~--i3-/.~(!___· ________ _ INSPECTION MAT'LSAMPLING ~ __ QSHPD ..JI__ Concrete Cylinders _OSA __ Cement --__ Specialty __ Mortar Samples -- _. _ Mechanical _ Grout Samples -- _Electrical _Masonry Prisms -·- _Roofing _ Masonry Block Lconcrete _ Fireproofing -- _Masonry __ Units (block or brick) -- _. Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -·- __ Pile Driving _ Reinf. Steel -.- _ Fireproofing _Steel -- __ Waterproofing _H.S.Bolts -- __ Non-Destructive _Tendon (PT Strands) -- _Soils Technician __ Other -- _ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)_L~t::.-,.J_CJ ...... /. ___ ~-----· _ (Address) ________ __,,. 4 q___ (! A-,J,,. a Joe-u ,-C ~ , REPORT N0. __ __.7.__o"--").~O...,.:Z,.,..,__-...._7~2.__0=-- Building Permit No. _____________ _ Plan File No. _______________ _ Govt. Contract No.---------------- OSA-~S~'? f - OtherJAf!:LvJti.a MATERIAL AESCRIPTION....,.. 1 Rinf.: Reba ~,-... fl-(ra I !::i; _ Rinf.: W.W.F. _ Rinf.: Tendons -A-Cone.: Mix #/psi S(".2. /J66o _ Cone.: Mix #/psi T _ _ Cone.: Mix #/psi _ Grout: Mix #/psi ._ Mortar: Type/psi _ Units: Block _ Units: Brick _Steel ___ H.S. Bolts ·-Metal Decking _ Electrodes __ Fireproofing _Other INSPECTION CH.ECKLIST 1 Plan & Specs 7c1earances _ Positions ~Sizes ~Laps _ Future Continuity #/psi ..L Consolidation _. Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers ·the locations of the work inspected only and does not constitute-engineering opin- ion or project control. · · INSPECTOR NAME ""bib,, R-'"'1$" d2 ~"-' INSPECTOR SIGNATUR w, ~~. C-:J,·· , PSl·B-900-170(2) ,. CERT. NO. ~~ J 2 8' REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 03, 1998 LOCATION OF PLACEMENT DUPLO RETAIN SHOP FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 21, 1998 11:10 am- 3 1/2 63 65· March 02, 1998 PSI\ROLAND ROOT NELSON & ElLOAN PROJECT: LEGOLAND THEME PARK C~LSB11,D, CALIFORNIA OUR REPORT NQ.: 059-70202-333 SUPPLIER DEL:.IVERY TICKET NO.iTRUCI( NO. MIX NUME3ER AND PROPORTIONS · CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 679958 522 NOTE· APPLICABLE ASIM STANDARDS UNLESS QIHERWl.~E INPICATED·S!JJ.Me;__C143·90a· Al~ ¢ONIE,NT· ~231·91b· TEMPERATUey,E· C1064·88l93l' CAPPlr,JG· C1231·P3 LABORATORY NUMBER 16441 16441 16441 16441 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE OR SET NO. (DAYS) A 9 B 28 C 28 D 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD· DIAMETER TEST (LBS.) (IN.) 03/02/98 87000 6.00 03/2:)./98 122000 6.00 03/21/98 ·136000 6.00 -. X Cylinders made by PSI representative. Cylinders pfcked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) .(PSI) TYPE OF BREAK 28.27 3080 Cone 28.27 4320 Cone 28.27 4810 Cone ~000 X Test results comply with applicable specifications. Cylinders made by Architect's· or Contracto(s repres~ntative. . Test results do not comply with s Cylinders delivered to PSI laboratory. _ applicable specificaljons._ R~ 6A IN ACCORDANCE WITH ASTMeoN f O \'\;1I ALL CYLINDERS CAPPED TECHNICIAN: ROLAND ROOT Respectfully submitted, cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , .CITY OF CARLSBAD t;;;:;_;(1Qnal Se~iceT/ndustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J YAN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ,.,, . ,, :'-~::I ., Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ING 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 10, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-76202-353 LOCATIONOFPLACEMENT PASTA PATCH GRAD BEAM LINE "F" BETW;EEN 4 & 5 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % February 28, 1998 08:10 am 5 1/2 61 AIR TEMPERATURE, ° F CONCRETETEMPERATURE, °F 62 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March ·02, 1998 PSI\ROLAND ROOT NELSON & $T,,OAN SUPPLIER DELIVEJW TiCKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGRl;GATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 680874 522 1'19IS:.AffUCABLE ASTM STANDARDS UNLJ=SS OTHERWISE'IND1~.f>!~9ga· _A[R CONTENT· C231-91b· TEMPEBAJU~l;;,.C.1.Q§Hli.rul:,.C.Affl™a1:.~3 LABORATORY NUMBER 16459 16459 16459 16459 SPECIFICATIONS REMARKS: COMPRl;SSION TEST RESULTS ASTMC:39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/07/98 B 7 03/07/98 C 28 03/28/98 D 28 03/28/98 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 81000 6.00 77000 6,00 9.900() 6.00 106000 6.00 Cylinders picked up by PSI. X representative. . Cylinders deliv!)red to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2870 Cone 28.27 2720 Cone . 28 .~7 3500 Cone 28.27 3750 Cone 3000 X Test resu\ts comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPP~D IN ACCORDANCE WITH ASTM C617•9bN FORMS TECHNICIAN: ROLAJ,'ID ROOT C Respectfully submitted, C"J(e;/,al Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.o·.K., CITY OF CARLSBAD P~t~ ~ ~AVID ~y , RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY.NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DI STRI T MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION °TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA EN~INAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 9~008 March 13, 1998 REVISION #1 OUR REPORT NO.: 059-70202-365 LOCATION OF PLACEMENT FOOTINGS @ RESTR,OOMS BUILDING @ DUPPLO V;I:LLAGE @ J-6. DATE PLACED March 05, 1998 SUPPLIER NELSON TIME 09:00 am DEL:IVERY TICKET NO.ffRUCK NO. 682181 SLUMP, IN. 3 3/4 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 63 WATER CONCRETE TEMPERATURE, °F 70 FINE AGGREGATE DATE RECEIVED IN LAB March 06, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN NO.IE:.AEEJ.K:.AB.LEMIM STANDARDS UNLESS OTHERWISE INQ!CAJED· SLUMP· c143.goa· AIR CONTENT· c231.91 b· TEMPERATURE· C1064-B6(93)· CAPP,ING.;,C123 • COMPRESSION TEST RESU.LTS A~TMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER . AREA STRENGTH & SLOAN NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16506 16506 16506 16506 SPECIFICATIONS REMARKS: A 7 03/12/98 B 28 04/02/98 C 28 04/02/98 D 28 X Cylinders made by PSI representative. Cylinders madf:l by Arch!tect'~ or Contracto(s representative. 73000 6.00 1060()0' 6.00 109.0.00 6.00 Cylinders picked:up by PSI X representative. · Cylinders deliverecl to PSI laboratory:· 28.27 2580 Cone 28.27 3750 Cone 28.27 3860 Cone X Test results comply with applicable specifications. Test results do not·comply with· applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~ rice In THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE-ENTIRE, CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE 1,NDUSTRIES, INC. DAVID ;aAN, DISTRICT MANAGER s PSI A-200,.4 (4}F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San ·Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ~NCINAS' SUITE 130 PROJECT, LEGOLAND THEME PARK CARLSBAD, CN-,IFORNIA. CARLSBAD, C~ 920Q8 DATE: March 20,. 1998 OUR REPORT NO.: 059-70202-391 FIELD DATA: LOCATION OF PLACEMENT BRIDG~ FOOTINGS DUPLO 'VILLAGE BRIDGE PERMIT # 97-2.027 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 12, 1998 06.: 00 · am 4 AIR TEMPERATURE, °F 56 CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 13, 1998 PSI\DEREK PETERSON SUPERIOR READY MIX SUPPLIER DE~IVERY TICKET NO,frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM c39,94 SUPERIOR READY MIX 348364 354P SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF tOAD DIAMETER NUMBER OR SET NO. (DAYS) .TEST (LBS,) (IN.) 16563 A 7 03/19/98 75000 6.00 16563 B 28 04/09/98 16563 C 28 04/09/9'8 16563 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representsitive. Cylinders picked up by PSI . -~ representative; Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. . AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED-IN ACCORDANCE. W~TH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4~, BERNARD BROTHERS, :f!.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIO!'IAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F Respectfully submitted, ~1??' Inc. DISTRICf-;:f:..i:cE Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 20, 1998 .PROJECT: LEGOL:AND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-392 LOCATION OF PLACEMENT DUPLO COMPLEX SEATING FOR THEATHER BATHROOM 3 RISERS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 12, 1998 08:30 am 3 1/2 65 AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F 72 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 13, 199.8 PSI\ROLAND ROOT. NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS C.EMENT WATER FINEAGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESl;l,LTS AS,TM C39-94 NELSON & SLOAN 683613 552 SPECIMEN TEST TOTAL CYLINDER 'CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16569 A 7 0-3/19/98 16569 B 28 04/09/98 16569 C 28 04/09/9~ 16569 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. LOAD. DIAMETER (LBS.) 72000 Cylinders picked up by P.SI X representative. (IN.). 6.00 Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2550 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WIT~ ASTM C6i7-91. TECHNICIAN: ROLAND ROOT. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, .i§oaR?F,[nc. DISTRI,~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND EETATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 27, 1998· LOCATION OF PLACEMENT DUPLO RETAJ:t SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March.19, 1998 08:00 am 4 67 65 March .20, 1998- PSI\DAN RAMAGE NELSON & SLOAN· PROJECT: LEGOLAND THEME PARK CARL.SBAD, CALIFORNIA OUR.REPORT NO.: 059-70202-422 SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 685403 515 COMPRESSiON TEST RESULTS ASTM C39-94. SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16626 A 7 03/26/98 16626 B 28 04/16/98 16626 C 28 04/16/98 16626 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represeniative. Cylinders made by Architect's or Contractofs representative. · TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 56000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 1980 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH AS-TM C617.,.94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIR_E CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN Fl/LL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Se ic Ind tries, Inc. . \ DAVID J. DISTRICT Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Professional Service ·industries, Inc. American Engineering Division INSPECTION REPORT Project Name (per plans)~ {o v; // 11,1e So.tL C6ryl le JC, Inspection Date Inspector's Name--t--=,,c,-!.::__-f-~~~___;:_~~:::.._---'-- Ps1 8-900-171 INSPECT(ON REPORT CLIENT ___________ -'--- DATE __ l._2,_--'-(2_-_~---'7 __ _ Architect-'"'//o-=--'--f:::.. __ S;.,_TllP;;c..;;__I D~_-G:._. __ --'------"- Engineer_f'1i_r'A£17. __ 'Ai__.,..f~A-~_'//:_tU_.-~---- PROJECT (Name) llfe. blft::J>b./ {!!f.Mot:.A (Address)___.;;./_¼;___,;o_o __ f)_L___,. __ Wu-.6/tt:>. CA ... REPORT NO. __ ___:::;o;.....s_9-'--___ 7_0-'*"2o-=-2-.,..;...-l?-,1-1 Building Permit No. ____ Q--'--'7--_~:::;._z_;;.3___._9: ____ , Plan File No. _______________ _ Contractor. ~A:eDs 'i:>IZ0.J A: f3 • fb;1a; /joJJJ. 7 -, · Govt. Contract No.--------------- OSA or OSHPD #-------------- Ct.her'--. __________________ _ INSPECTION M~AMPLING . QTY MATERIAL DESCRIPTION · ~SPECTION CHECKLIST _OSHPD _ C9ricrete Cylinders _:f_ _ Rinf.: Rebar _ Plan & Specs _QSA _Cement --_ Rinf.: W.W.F. V Clearances _Specialty · _. _. Mortar Samples --_ Rinf.: Tendons ·___!:::(°Positions _ Mechanical _. Grout Samples --/ Cone.: Mix #/psi 52.Z.,/ :>COJP lLSizes • I • _~aps _ Electrical -. _ Masonry Prisms -·-_ Cone.: Mix #/psi . _Roofing _. _ Masonry Block ---. _ Cone.: Mix #/psi __ Future Continuity #/psi ~ncrete _ Fireproofing -··-_ Gro1,1t: Mix #/psi: . ~on~olidation asonry _ Units (block or brick) -·-_ Mortar: Type/psi _ Mortar Batching _ Struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage _Prestress Cone _._Roofing --_·Units: Brick _ Torque Applied _ Pile Driving _ Reinf. Steel ·._Steel _ Fireproofing _Steel --_H.S. Bolts _Waterproofing _ r1.s. Bolts --_ Metal Decking _ Non-Destructive _Tendon (PT Strands) -·-· _ Electrodes _Soils Technician _Other --· _ Fireproofing ·. _ Batch Plant _ Other _._Other _ Corrective action required __ _Bolt Pull-Out _Other --_ Corrections completed .. REMARKS 97-32,37 -Spe;-C(N.--/AJJ' PG<!.:r!01---/ Pf!-0 V1DGo OJ-/ . P<.AC£M·e:Ht oi::-i?.fS{r-1 FO£CA A.JG St~ Mix lfasz,z. , f L ==-3000 f Jf o J..t fcQn1sus ~o,.e t11/&-C()W1> I . Q,Q L<)N ~.L 'To 1At o ~ Mfµ 't I('.) Cit P J StN' f U E,(J o t HW d ;J f S (.D't,'J . Or1t. 5-f;r OF 4 CortC/Z£,n.£ C)(UH.P~ m~ ~-~ C/JMl'~/10.1/ 7bfft tfloet. A-T ''Tlrtz GAe.o£,A! 11 ,tr C:bso.L+-/ia. lUot.t:-P£/Z-f<A,,J.S,. f!.e:r. 01urJ!r,~.J ( 7/s510 1 (rt, /J$t; • I I I CERTIFICATION OF COMPLIANCE: To the besi of our knowledge, all of-the reported.work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME c~ )!:. ~~ . ~ INSPECTORSIGNATURF ~= ·'p, PSl·B-900-170(2) . {;N/caJ;:=-#2 CERT. NO._..:___.:...-=..=---:_..:._-------- DATE___,...;;.·/._Z_-..:_/Z:..a. __ -'t.;_? _______ _ ' ·1~· I .o~techn{cal Construction Consulting • Engineering • T'estlng Page__Lof _L_ INSPECTION REPORT CLIENT ________ _ DATE __ /2_-_2_4-_f_7--,-__ Architect__,_/-l:....;V;._:_/c __ S_7V_D_10_-'-E __ ------''--~-- Engineer MA-;e;T1r-( 1:: . Dll /'/A/ Contractor. ..D~li;-;et)J ff;zaj .£A/ C. INSPECTION MAT'LSAMPLING av _OSHPD / Concrete Cylinders _OSA _Cement -- _Specialty _ Mortar Samples -- _Mechanical LGr~ut Samples ..L _ Electrical _ Masonry Prisrns -- _Roofing -. _Masonry.Block -- ~Concrete _ Fireproofing . -- v'Masonry -.. Units (block or brick) -- _Struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _Pile Driving _ Reinf: Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) --· _Soils Technician _Other _ Batch Plant -. _Other -- _ Bolt Pull-Out _Other, -- PROJECT (Name)_U_6_a_~ __ 'O ___ _ (Address)___,_/----'Ll::fi_..;;;._-_o __ O._~_. __ Ctf;ew /3 /h:) I c.t • . > REPORT NO. Building Permit No.----'------------ Plan File No·-----'------------- Govt. Contract No. _____________ _ OSAorOSHPD#-------------- Other __________________ _ . MATERIAL D.ESCRIPTION ~SPECTION CHECKLIST _.Rinf.: Rebar . _ Plan & Specs . ·_ Rinf.: W.W.F. . _ Clearances _ Rinf:: Tendons _ Positions v' Cone.: Mix #/psi 2.v z/ 3 tl?" I _Sizes ._. . Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ~rout:Mix #/ps,.3C t.,2o/ l2llt; Consolidation _. _ Mortar: Type/psi / _ Mortar Batching _ Units: Block _ Electrode Storage _ Units:.Brick Torque· Appliec:l . _Steel _H.S.Bolts _ Metal Decking -. _ Electrodes ·-· Fireproofing _ Other _ Corrective action required __ _ Corrections completed .. REMARKS WWAl&SDl(f lz-Z4-97 11 11f£ 6,/(1!-!)£;-!1 / 97-323-rj it, -S P.13 C141,, I l'-/J P6U7 0 d /J/Z{} t/1 £J&Q 0;/ Pt.A-v€,t4 -b'-IT OP /2£31 H PCJ/2 C/ Nef S!E£, Jr.-10 C()NC/2.fAr,, MIX # 5~z. fl::: Bcoo pJ~ OH. FPOT7/t.J6J A:T l/7118 6/j1e4?, I . bf:rwf;,Gcf UHeJ A -H -J-+ .0UC{Z{bf& . oH· sJ-Jc;er & ZtJ o • &7!4f ·oP ,11/',Rox 1, 5 C, Y/).f Sfl) f I'll&? ~ y 1/e, 14 OJ-/ i J i.,{)/f?J .. lu;o J erJ {)F 4 Doi-I vt~/TE 0-Y vi I'! - 11, G~m o ·z· DMld fl'//,Q'i;, FO~ CO"r-1/?~J;cJJ-1 ~r, woa PJU;; ~-slte!J i 7-ZI Gs, ¢ -Y,BC//k, JI-IJ/J£CJflorl /~lliOF42 tJH G~UTlNtf OF P1/2JT L;/~ tJ.P M,t}::i}l'IPf ' wAtt,J Irr _f/peiJb-JrAJ sJt:f!, ToJ7tc,. or C/,!.> ytlJJ oP oAJi!T ~; x # 3!62011 .2C.6, /JfJ A1 2J JlrYJ. (!,OM/J/Ze-<iJJCH. /$0(///?U) , UJo~ frE,e 'ftlhJJ\ 0;yi5 Jt:,r tJ;= s t5~rJT J.11-r-Al'U / · 7 · M,q.a. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the repo(1ed work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report coveri; the locatjons of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE PSl·B-90<l-170(1) (}/Y/ /?(¼Ir ?rf L CERT. NO._-!:::.----!:..:._~.::.....:.-~-------- / z.., Z-1--:-'17 DATE~.-,-,=,....;,.. __ _;_ ____ ~---,--------- Page_1_of _L INSPECTION REPORT CLIENT 1-(ftpO Lfih'--'> DATE 5-""l..J-ct f> Architect ;-\o\L. -~~---------'---------- Engineer t-..,o L-TE" PROJECT (Name) t...'5'bo '-A&1> (Address) ~4-Si'>AC CA:, RE:PORT NO. _CS~· ::z Cl.Cl,. Building Permit No. -'~'-=,<f.L,;4,.__. ___________ _ Plan File No, _______________ _ Govt. Contract No.-----'----------- CSA or OSHPD #---,----,----'-------- Other ~,a..,r: S tnt,.:,.1 1c, t:::> @.. bu P"" c:, INSPECTION MAT'L SAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders ---.-Rinf.: Rebar ...!S... Plan & Specs O-Z..!l;;b!2 _OSA __ Cement ·--__ Rinf.: W.W.F. ._ Clearances ~Specialty __ Mortar Samples --__ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --__ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms -·-. __ Cone.: Mix #/psi _Laps_ __ Roofing I __ Masonry Block __ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --· .-Grout: Mix #/psi _ Consolidation __ Masonry __ . Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ struct Steel __ Asphalt Concrete --_ Units:. Block . _ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brick _ Torque Applied __ Pile Driving __ . Reinf. Steel __ Steel ,, __ Fireproofing __ Steel ·--· -.-H.S. Bolts . __ Waterproofing __ H.S. Bolts -. _ Metal Decking. __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes. __ Soils Technician __ Other --_. _ Fireproofing __ Batch Plant __ . Other --X.. Other \\::tl2B::Q:z 3:i:ln '--.-Corrective action required __ __ Bolt Pull-Out _. _Other ---·-1> ~"l l.i "e:: ~.,..,~(.:, _ Corrections completed - REMARKS A--,: \Q!QO e,w-,. A:T TI:1 If CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 7)15Jt.!;i,'-J? Y';i"'j'J';.71(....'-;-'0>y (PrintClearl·y·) ·"":"'\,. ~ -., INSPECTOR SIGNATURE_:°D~~==:...Y....:'.___,._.:l.-:l<Y.~.,_,,.,.,,,.;:::s.;;;c:::_ PSI-B-900-170(2) CERT. NO. _______________ _ DATE ~ -"t. I-'=! 'ei .. -,.-·- Page_1_of_ INSPECTION REP.ORT CU ENT LeJ:tQ kd:&:t> DATE .-S--z...,.9 9:, Architect_.=.i....-...._ _______ '---_--'-__ .....;..,.___ Engineer me 0-n u INSPECTION MA T'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA · __ Cement -- _a.Specialty __ Mortar Samples __ Mechanical _. _ Grout Samples -- __ Electrical __ Masonry Prisms --·- __ Roofing __ . Masonry Block -- ~Concrete __ Fireproofing -·--__ Masonry __ Units ·(block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. $tee! -- __ Fireproofing ___ Steel -- __ Waterproofing --. H.S. Bolts -- __ Non-Destructive __ T~ndon (PT Strands) __ Soils Technician _._Other -- __ Batch Plant __ Other -- _ Bolt Pull-Out __ Other REMARKS PROJECT (Name) YU:ao-, &Yb. (Address) · ~~~ ¾, REPORT NO. os:1·:z01-o:z. Building Permit No ...... N.::;Au:::-a.__ _______ -___ _ Plan File No, _______ ...,..... _______ _ Govt . .Contract No.-----'----------- OSA Or OSHPD #------------- Other>&\P\-0 _51::>U"n\ e?Y'D'.1::::'J'. nP:-\1:>b<.Z' MATERIAL DESCRIPTION INSPECTION. CHECKLIST --k Rinf.: Rebar 8b~ -~,:....1.2-c 2::... Plan & Specs _._ Rinf.: W.W.F. ~ Clearances _._ Rinf.: Tendons ~ Positions 25... Cone.: Mix #/psi 51-""l..-:30CO ~ Sizes -.-Cone.: Mix #/psi ~Laps __ Cone.: Mix #/psi . _ Future Continuity #/psi -·-. _ Grout: Mix #/psi _.l,C;... Consolidation __ . . Mortar: Type/psi -. Mortar Batching __ Units: Block .. _ Electrode Storage __ Units: Brick _ Torque Appli~d __ Steel. __ H.S. Bolts __ Metal Decking _. _ Electrodes __ Fireproofing _ __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, un1e·ss otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locaiions ofthe work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. 0 ee 0~ '5 I • '6<!> DATE-~~~--'-~1..:._-j~$---------,------ PSl·B-900-170(2) Page_1_of _t_ INSPECTION REPORT Architect J.+ o IC Engineer I...> 01..., ~ INSPECTION MAT'L SAMPLING _OSHPD __ Concrete Cylinders _OSA __ Cement __ specialty · __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical ___ Masonry Prisms __ Roofing _. -·-• Masonry Block __ concrete ___ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Cpncrete __ Prestress Cone _._Roofing-· __ Pile Driving ___ Reinf. Sfeel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive ___ Tendon (PT Str;mds) __ soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other - REMARKS or :t6SI: IP Y <:ro;., ~ 't QTY -- -- -- . ---·-·- -- -- -- -- -- .. ----·- -- -- PROJECT (Name) l-6~ o '-~rYt>. (Address)_ l!.rt a.c..~ i3f1J> C!A, _1300·· REPORTNO. OS't·701..0'L l!, Building Permit No . ..,.·_ ... N-=-~~· ,_ __________ _ Plan File No,----------------- Govt. Contract No.--,---,----------- .OSA or OSHPD #---· ------------- Other t",,2-1£ :5 ef>t.-V;C-~ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs ___ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendpns _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick · _ Torque Applied __ . Steel __ H.S. Bolts _ Metal Decking __ E:lectrodes __ Fireproofing ~ Other \J.::B~.!~O"':>T"J.'lnc.. ___ Corrective action required __ ?12-~c:;.u ,e-T="t-\,....c.,. _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR SIGNATURE--l"""'""'-'----'~~-=----- Ps1-s-soo-110(2J -CERT. NO. _______________ _ REPORT OF CONCRETE COMPRESSION T~ST TESTED FOR: MR. DAVID CATT~E LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 REVISION #1 DATE: April 21, 1998 OUR REPORT NO.: 059-70202-481 ·· . .:.:-:-:.--~==------=-:::_-:.:......·::_--:.::_-:::_:.-=--------------======-== FIELD DATA: LOCATION OF PLACEMENT DUPLO VILLAGE -MAINTANANCE FACILITY FOOTING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY April io, 1998 12:00 pm 3 1/2 68 65 April 13, 1998 PSI\DAN.RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER ANO PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE; APP.LICABLe.AS.T.M.STAND/!IROS.tJNLeS_S_QTHE;RWISaJNOlCME;O:.l,.l.tJ.Me.:..C14.3a9.0a; /!IIR..C_O.r,[IEt:n::..c23H.1.b.:.IEM&BA.1.IJBE:..C1.Q.6.H.6!i3J;.ChfEltl.G:~3.1§.3 COMPRESSION TEST RES UL TS ASTM C39-94 NELSON & SLOAN 689372 522 -------.. ----------·--• -; -, I SPECIMEN I TEST I I TOTAL ·---,----·------·. -1 CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATIONj AGE DATE·OF NUMBER OR SET NO. __ (._ (DAYS)-!-----·-TEST 16760 16760 16760 16760 I! ! I C 7 28 28 jD ! I I I I 04/17/98 05/08/98 05/08/98 I LOAD DIAMETER 1 (l;BS.) (IN.)· ! ··-----· 55000 6.00 85·ooo 6.00 90000 6.00 "~";;;.-;;;;; i ·--=-±;_':~_· __ ----·---- REMARKS: i{_ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. TECHNICIAN: DAN RAMAGE Cyliriders picked up by PSI X representative. Cylinders delivered to PSI laboratory. AREA (SCl. IN.) 28.27 28.27 28.27 cc: LEGOLAND (4), BERN~D BROTHERS, H.O.K., CITY OF CARLSBAD THeSE TEST RESULTS APPL y ONL y TO THE SPECIFIC SAMPLES TeSTeD AND MAY-NOT BE INDICATIVE OF THE ENTIRe CONCReTE PLACEMeNT. REPORTS MAY NOT ee RePRODUCeD. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROfeSSIONAL Se!sVICe INDUSTRleS, INC. PSI A-200-4 (4)F STRENGTH (PSI) TYPE OF BREAK ·--------·--- 1950 Cone 3010 Cone 3180 Cone .. 3000 Respectfully submitted, Professional Service Industries, Inc. s-~1-(?-DAVID J. AN, RC DISTRIC AGER 4 Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: April 28, 1998 REVISION #1 OUR REPORT NO.: 059-70202-526 ::·_-:-..::~:.:=-:.::_-.::.._-:-:-.=:.:-·-.:..:..:..:::.::::=========== FIELD DATA: LOCATIONOFPLAQEMENT DUPLO BRIDGE CAST-IN-PLACE WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT,.% AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY April 16, 1998 10: 30 am 3 1/2 72 68 April 17, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DEl:.IVERY TICKET NO./TRUCK NO. MIX NUM~ER AND PROPORTIONS CEMENT WATER .FINE AGGREGATE COARSE.AGGREGATE ADMIXTURE· COMPRESSION TEST RESULTS ASTMC39-94 ----------- ·---·-----------·--··-·-· NELSON & SLOAN 690141 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ."IN.) (PSI) TYPE OF BREAK --. ---------- 16798 A 7 04/23/98 91000 6. o_o 28.27 3220 Cone 16798 B 28 05/14/98 105000 6.00 28.27 3·710 Cone 16798 C 28 05/14/98 123000 6.00 28.27 4350 Cone 16798 D ·----_ _l ____ -------··--+---------1-------.......... -----'--~---.....L..----"a--i;,.. 1 SPECIFICATIONS I ! i 28 . -------------------·-···-·-----.J---- REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ·Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. X Test resulls comply with applicable specifications. Test resulls do not comply with applicable specifications. ALL CYµINDERS CAPPED IN ACCOROANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF.CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PRDFES_SIONA~ SERVICE iNDUSTRIES,-INC. PSI A-200-4 (4)F Respectfully submitted; :;;;;:;;wi~e ';i,"' Inc. DAVID J. 1 ~ RCE ~ DISTRICT~~ER (/ Information To Build On Professional Service Industries, Inc.• 686.7 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/~55-1170 REPORT OF CO.NCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 05, 1998 . PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-554 LOCATION OF PLACEMENT DUPLO SOUTH ENTRY BR.IDGE (SOUTH WALLS) DATE PLACED TIME April 24, 1998 01:15 pm Sl)PPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % AIR TEMPERATURE, °F 71 CONCRETETEMPERATURE, °F 85 DATE RECEIVED IN LAB April 27, 1998 FIELD DATA SUBMITTED BY PS I \DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N.OIE:.Affl.lCA!lLE ASTM STANOABQi;.\il'ILESS OTHERWISJUNl2li::AIEC!: SLUMP· CJ43-90a:AIB CONTENT· c231·9Jb· TEMP_ERATUR.~86(93}· CAPPING· COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL .CYLINDER CYtlNDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF lOAD .DIAMETER AREA. STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN,) (SO.IN.) (PSI) 16884 A 7 05/01/9? 94000 6.00 28.27 3330 16884 B 28 _05/22/98 110000· 6.00 28.27 3890 16884 C 28 05/22/98 107000 6.00 28.27 3780 16884 D SPECIFICATIONS 28 TYPE OF BREAK Cone Cone REMARKS: X Cylinders made by PSI representative. Cylfnders picked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractots representative. ~ Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVI: OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHQUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-'0544 • Fax 619/455-1170 Page_1_of_ , D .1 Enlilronmental I Geoi:echn{cal ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT-------------'-- DATE 02-09-<jr Architect.~f+o~· ~tc-----=-S..,_ro~o_1o __ f:._~ ______ _ Engineer Nf, k/2.TT N f Du f'l tJ Contractor. b£f-.;../ A CDJ 8£.e)J · ~jTf-,lJCJ70rJ Co. INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Qylinders -- _OSA _Cement -- _Specialty -. Mortar Samples -- _ Mechanical _._ Grout Samples -- _ Electrical _. Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- -IL'.'struct Steel _ Asphalt Concrete _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel ·-- _ Fireproofing _Steel -- _Waterproofing ___ H.S. Bolts -- _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician ____ Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _Other -- REMARKS 02-O'f-7fJ PROJECT (Name) li:,GD:.,/t;-/1) -T 116-(;111'-t't (Adc;lress) / l€:6o 0£. . &etJ .6tr0 CA . REPORT NO. --=o"-, S;;:._0 ......,1 -=--7-'--o,--io.;;_ 7 _2._-_,;;;.J....;.i.9 __ c._: Building Permit No. ____ __._9_.7_-____;;.,.3...;;:2:;_::>"'-:"_o/'------ Plan File No, _______________ _ Govt. -Contract No.--------------- ·osA or OSHPD #------------- Other------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone., Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi __ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _. _Steel __ H.S. Bolts __ Metal Decking _. _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed -Jrtoww --VP AT Jo& J1Tf; f.6£. 'NU01tJ9 1NJPU1Wr-/ 01-/ ,2.-J<J-71. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise-noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · 1NsPecToR NAME t/relrJJ R, /4r,'4-! /Jr,../o£z CM /lCft/,C 1Jl CERT. NO._=-...:..:..----..:;_;_ _ __;._;_ ______ '-__ _ 1~'~ INSPECTOR SIGNATURE ta ~d7z'~ ~ PSl-8-900-170(2) ./ DATE_:_.....:6::...Z;,_-_IP~9_-_f P=--------- PageJ_of_ INSPECTION REPORT CLIENT_,L ..... z::=-/--(2,.__ __ _ DATE_.....,,5:,_-JoC:2.'--"'D-~_._.tg__._ __ Architect __ ~H_._....,D=---&--=---------,.------------ Engineer_Ht~#-P_:..:......_% ...... ..avc...' -+~. --'-tlt~~'-'=<..L..~;..;:;·:,..-_ --------'--- Contractor.__,,_~--~~-~~c..=a..---~ .... -....,f...,,':I)..,._ __ 5_,_. ------'-- INSPECTION MAT'L SAMPLING · OTY _OSHPD __ Concrete Cylinders -- __ OSA __ Cement __ Specialty ___ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical :--Masonry Prisms --__ Roofing ___ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -,,,/' Struct Steel _._ Asphalt Concrete. --__ Prestress Cone _._Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing _. _ H.S. Bolts -- __ Non-Destructive _. _Tendon (PT Strands) --·- __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other .. -- PROJECT (Name)~k=-;~c:2~/4'-'--"'-"n'"""d ___ _ (Address)---,,,------,----,,.'1-- ai21s Bfr/>, -(1. REPORT NO._--,-_ --+~ .... a~Z-=O'--"Z~--- Building Permit No·--~R~7 _______ _ Plan File N0,---,------------------ Govt. Contract No.---;-------------- CSA or OJ5HPD # 1 Other _vote r· MATERIAL DESCRIPTION _ Rinf.: Rebar _· Rinf.: W.W.F. .. _ Rinf.: Tendons _ Cone.: Mix #/psi ·-Cone.: Mix #/psi __ Cone.: Mix #/psi _ Grout: Mix #/psi __ Mortar: Type/psi _. Units: Block _ Units: Brick v"'steel l'f«'m /fs-?:;o_ d _H.S, Bolts ·_ Metal Decking ../ Electrodes k 7t"a' ~ <;,,,.~ ,,,.< _. Fireproofing ../ Other 1/-sr,P!J. /t:3L. INSPECTION CHECKLIST /Plan & Specs ·_ Clearances _ Positions Vsizes _Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batching _ Electrode Storage _ Torque Applied ___ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Df/-YJ ~6 '!JA· INSPECTOR SIGNATUR~t;'~J PSI-B-900-170(2) cf ~~o.__.9!;....!,&'~7~0::.....L.f--5~0:___.:tl__,,5:::....:S-::::...L-l __ _ DATE __ ~s=;.._-_.Z~O_-...J.'Jf;J,A· '----- lisil~1!l!!fl1nn ~· ~. ' :... Page_Lof _L · Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) _____ L_e_,..c;+-=-c_,__/4..:a.,:b-,,,:....c;;.J,. __ J __ _ CLIENT_.i_c.....,/,......0 ___ _ DATE_.-?._-....... l...._)_-_j_._}<._----'---'- (Address) ~ _ -~~i). a. Architect __ _,_l::_.{---3,Q-'-__,C,=--------- Engineer _ __,_(V/__.__.~"-"--ii...,_,/=J..,),.,_· ....:....9:----,fll/.f--L-4-K~..L.Jt....::~-· '-. ·~- REPORT NO. __ 7_0~2.,-0~"2.-___ -_ 7 _~~f~f_{!__,--=-- Building Permit No.------------,----- Plan File NO,---------------- Govt. Contract No ...... -------------.....,a..-- Contractor. __ j3~l""'-~3 ___ C~--------Other --:Dv/JkJ (Z7C,-t;~dil2· ?/~G' OSA-or OSHPD # ~ INSPECTION _OSHPD _OSA __ specialty __ Mechanical __ Electrical __ Roofing _&_concrete __ Masonry __ struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING ....JL Concrete Cylinders __ Cement ___ Mortar Samples _, __ Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing ___ Units (block or brick) __ Asphalt Concrete _. _Roofing __ Reinf. Steel __ Steel _ -_H.S. Bolts __ Tendon (PT Strands) __ Other __ _ Other ____ _ __ Other,----,--- I Ql)' MATERIAL DESCRIPTION INSPECTION CHECKLIST _!::f__ --1£ Rinf.: Rebar jl'lt:M · /l-t,/5 J<l Plan & Specs ______ , _. ____ · Rinf.:W.W.F. __________ ~Clearances_· ______ , · ___ Rinf.: Tendons·--~---Y Positions ________ 1 __ JI Conc.:-Mix #/psif'ZZ.,/~oe"l> ~ Sizes---'------- --__ Cone.: Mix #/psi _A1Laps-,-_______ _ _· __ Cone.: Mix #/psi ______ Future Continuity #/ps·~-- --_ Grout: Mix #/psi L Consolidation _____ _ ___ Mortar: Type/psi _ Mortar Batching ____ _ __ -___ Units: Block _ Electrode Storage } ______ Units: Brick _ Torque Applied ____ _ ---.-~-·!: ___ H.S. Bolts ______ _ _____ Metal Decking _____ _ ___ Electrodes ______ _ ___ Fireproofing _____ _ ______ Other _________ Corrective action required ___ _ -------------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations qt the work inspected only and.does not constitute engineering opin- ion or project control. · INSPECTOR NAl""'J) lh-1 A~ :Da;~ INSPECTOR SIGNATURJ~Q" PSl·B·900-170{2) _ Ie"8o 3S-_ 39'2 1 Sn°* 3~1 CERT. NO.__::::...::::~-~-..L...M'--+--__.,_c.,_i!,,o!..._..:::...~..!---- DATE __ <;(--0----'·.J..-,l 3~--91-~:w._----- 1 . ljiilJjf !!l!ft-,..-----------:-----......... ,-,_,_ .. ~-------------·-: ____ . ···".a.a,.;..''"=-...:i. ~ .. ,:=-,---' ·=--·-· ........a.-...;.....a..:.~'---_ P-ag-e=-1-o-t_l_- Engineenng· .··consulting • Tesf!ng INSPECTION REPORT cuENT_ ..... /.._e..,..Gi ......... o....._ ___ _ PROJECT (Name) · u:.10 /19-r! d DATE_S?...>e----........ (3_ .... _j......_,,.~'---(Address) _ : ·_ G~15Bi-t-1":> IL. Architect._ _ __,,td_.__O=--..... lC _____ __;_ ______ ,..... REPORT NO. · 16 2.C "."2-_, gc/91}, Building Permit No.---------'------- Plan File No,--,---------------- Engineer--L.y(/--L.,_.A-1'2....:..;......aJt'-"-t.'-=u, "'-----t-.:........:...tfl;...,.-_......,1\X..,__,,_,,,,t""".,,.__;(t\l,.._' --__ _ Contractor. __ }3--'-""""---}3~_(2=------'-----------'-'--- INSPECTION _QSHPD _ QSA __ specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry ~Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ $oils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING __ Concrete CYiinders __ Cement . __ Mortar Samples , __ Grout Samples __ Masonry Prisms ___ Masonry Block __ Fireproofing __ Units (blqck or brick) __ Asphalt Concrete __ Roofing . ___ Reinf. Steel ___ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other ___ . Other ____ _ __ Other ____ _ QTY INSPECTION CHECKLIST ___ Rinf.: Rebar _______ ,.)£ Plan & Specs _____ _ ___ Rinf.: W.W.F. _Clearances"'"-_____ _ ________ Rtnf.: Tendons _ _ Positions---'----- ---_ Cone.: Mix #/psi _)g. Sizes _______ _ _____ Cone.: Mix #/psi _ Laps _______ _ _____ Cone:: Mix #/psi _ Future Continuity #/psi,""'---- --_._ Grout: Mix #/psi ___ Consolidation _____ _ ___ Mortar: Type/psi ___ Mortar Batching ____ _ __ , _ Units: Block _ Electrode Storage ____ _ ____ Units: Brick ~ · _ Torque Applied -->llstee11H1"m~_a --------- --__ H.S. Bolts. ______ _ ___ Metal Decking=------ _· __ $ Electrodes...,. £=::-::..:..c7~;;..;.--=.;X::.LC..'"""""""""'-=;,,i, __ ·_ Fireproofing~--~..,.--- __ . _K_otherfferk, i!Yw _ Corrective action required __ -------'-----_ Corrections completed __ _ I ·CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. · ::t: t"8() CfK 7 D $ Sn =i 3 S:-! CERT. NO. __ _._,.~-=-.:; ___ __.._""""""-"'-----=--=--+f---- DATE __ )(-=----~,fl_=---._,Cf5? ...... · ..__ ____ _ Page_1_of_ INSPECTION REPORT CLIENT __ L"""G ___ n:, _____ o __ '-_A_t"-' ___ . ~t>"'----·--- DATE ____ ~--~'~~~-_.,~~.._ _____ _ . PROJECT (Name) t,&o LAN't> (Address) C&,4-:v:.B &-t:> C:-&4 , Architect _ ___,_~_,_o=' -------------------------"---'-'------ REPORT NO. 9sc1·J OJ.-QJ..-. -·~ 0 7 Building Permit No. -..!.>"'-&Cl-------------- Plan File No·------------'---------"-------- Govt. Contract No.----------'------- CSA or OSFiPD #..,.._ ------------- Engineer M A (2.. n 1,2 INSPECTION _OSHPD _OSA ~Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS " ,0 MAi'L SAMPLING _. ___ Concrete Cylinders __ Cement __ Mortar Samples ·--. Grout.Samples __ Masonry Prisms __ . Masonry Block .--Fireproofing __ . Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel· ___ Steel __ H.S. Bolts _·_Tendon (PT Strands} __ Other __ Other _._Other dtYS QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --25.._ Rinf.: Rebar "11o I <Si ~12.:· ~Q --< Plan & Specs __ Rinf.: W.W.F. _x_ Clearances --__ Rinf.: Tendons ~ Positions --__ Cone.: Mix .#/psi ...:::._sizes --. __ Cone.: Mix #/psi 2'.:..Laps --__ Cone.: Mix #/psi _ Future Continuity #/psi --·--. Grout: Mix #/psi _ Consolidation ---. _ Mortar: Type/psi _. _ Mortar Batching __ Units: ,Block ._ Electrode Storage ---. _. Units: Brick _ Torque Applied ----. Steel --·-_H.S.Bolts .. __ Metal Decking --_. _ Electrodes --_._ Fireproofing --_._Other __ Corrective action required __ --__ Corrections completed Eo-.:L pc, d::C <.::D'."7 GJ::\.-IJ: ..., ,;? ---------. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-. ion or project control. INSPECTOR NAME VE:S)"L6"1L . '? °P<5'"Tiffi-:S,Q ,y CERT. NO. c·ereiose,-as (Print Clear!( . INSPECTOR SIGNATURE :DJ?? 'v-zs0 DATE S:.-. I~-9'£> PSl-8-900-170(2) MAY 27 '98 08=10 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.04/04 . \ .. REPORT OF DAD.,Y BUJi1f.lJP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: May 20, 1998 REPORT NO: 059-70202, 219-77044 (31) -Lo-33 Areas workcd: ______ ..;._.:D..::u:1<.:l""-0..:.;re"""ta=il,__ __ __, ____ ~__,;.--,----'----------- --------------------------'------· % Roof Compieted:..,.._ ______ _ Weather: partly sunny. . Temperature: 55 ~F to ____§L°F Roofing foreman: Fidenico Crew Size: 4 Time Worked:_----'6=:3=0::...:t=o-=2-=:00"'----'-· ________ _ Cant Size: __ 3:a..."--Typ_e of Drain: Smith Cricket size/slope: 1/2'; per foot Deck Type: plywood Clean: yes Dry: yes Slope: 1/411 per foot Material Protection: On pallets? yes . Covered? yes Lal;>eied? yes Dry? _y'-"e=s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attaclllllent,_: ___ m=ec=h=a=m=~c=al=-------- Spacing: two rows centr of sheet 18" on center and 9''. on center at laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: 'GMS~2-3-III Modified Number of Piles: Three .. Application Method: sol_id hot asphalt Surfacing: Type:Jravel . Embedment:-=s=o=lid==-==h=ot.___~-------- Flashing Type: Flintlastic GMS/fl Modified Asphalt $pec.#.=:M=B=F=-------- Attachment Method: solid hot mop . Fastener: No. 8 nail . Spacing: 12"0.C. Bitumen: (EVT °F) Type: . III Bulk shipment or carton? c~on Kettle Temp: 8:00 a.m. 500°F 11 :00 a.m. 21.Q_"F l:00 p.m. Rooftop Temp.: 8:10 a.m. 480°F 11:10 a.m. 490 '1F 1:10 p.m. 500 °F 475 1'F Edge Metal Type: n/a Gauge: ____ _ Counter Plashing: Type: n/a Gauge: _____ _ Night Seal: Debris Removed: _.yc.::e=s ___ --_· Penetrations Sealed:_y""'e=s'---__ Test Cut: -=n __ o ______ _ COMMENTS: I. lnsrall 3" cant strip at base of walls and boxes with No. 6 nails. 2. Installed tapered insulation at top side of air conditioning plarfotm ~d tw~ ipsidc comer back side of drams. 3. Installed one ply of GS Glasbase 25 lb. base sheet over plywood deck. Fastened with 1" square head nails, 18" on center and 9" on center at laps. Set in mastic at drains. 4. Solid hot mop one ply of GS Flintglas Type IV ply over nailed base sheet. 5. Solid hot mop one ply of Poly SMS base sheet in drain area and around pipe penetrations. 6. Prime drain lead and lead pipe flashing with asph;µt primer and set in bed of mastic on Poly SMS base sheet. 7. Solid hot mop one ply of GS Flintlastic GMS Modified over completed Type IV ply. 8. Solid hop mop one ply of GS Flintlastic GMS Modified on wall. box~ and air conditioning platform over nailed 25 lb. base sheet. Nailed. cop of sheet 8" on center, · 9. Installed drain and over flow clamp ring 3 each; tighten with four bolts. PSI INSPECTOR: Bill Davis ** TOTAL PAGE.04 ** -~-f~1,~~.,,.~;;t1.,:·:iut4r!iitltti1J1~---~---:.,..:::-->;.;_·~-,.,.;~"f':~-;;;.;.::._.,..1i..:.;-::~?;.;-\.,;._::--_:.:;...;.....,..... __ ~ . ...;--~--=---,:..;_;___;:,;.;.:-:;:.,;:..__:___,_..._.:..;.,------'---,--------...:_;.,.,_. :'•.;. tf':.~~-,Td13ilillrOn"·":-. -_: ",-----~_: ,_:~ .. -·-. --: _: -~'. -.Page_1 of_' :·En.glneerlng ·• Consulting • ',:esting INSPECTION REPORT CLIENT /J;_,;z,;va d ~_)j J _.,_ .. DATE cf?--/~ fd Architect _____ ---'---'---------'----- Engineer ______________ ~----- Contractor. __________________ _ INSPECTION MA T'L SAMPl,.ING -QTY _OSHPD _-_Concrete Cylinders -- _OSA __ . Cement --__ Specialty -__ Mortar Samples ---- __ Mechanical __ Grciut Samples __ Electrical __ Maspnry Prisms -- Roofing _-_ Masonry Block ~Con~rete ___ Fireproofing· --__ Masonry __ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete ---- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ~ - PROJECT (N~me)&~~;1'$u,,~~ (Address~-e6-&9', __ CK,·'·. REPORT NO; C1[9 ~ _;;,c) .i!..Q 2.,, -5'« C. Building Permit No.""------'-'----'---------- Plan File No ..... -------'------'------- Govt. Contract No. ______________ _ OSA-orOSHPD#---------------------- Other __ ----'------------- MAT~RIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar -_ Plan & Specs _ _ F!lnf.: W.W.F. _ Clearances __ Rinf.: Tendons __ _ Posjtions ___ __ Cone.: Mix #/psi -_Sizes ~ Cone.: Mix~ ::<'-? 'Z---_ _Laps ~ Conc.:-Mi,:1#/psi J"C) c> 0. _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mo~ar: Type/psi _ Mortar Batching _ l:Jnifs: Block _ Electrode Storage __ Units: Brick ___ TorqueApplied _Steel __ P.I.S. Bolts · ___ Metal Decking _ Electrodes _ fireproofing __ Other _ Corrective action required __ ___ Corrections completed REMARKS - ~u"?dLP"= #7alv,ik6.r;/ ~ 1f _eC:.& c;.;,,., ow-?,,,,, 7'~,,,£ "'? ~ ~~ K~~-6hzZ'~fi/4-t'h _ / ~ GM 7 ): ~ M/~~p-4c::.e~ Zi?/.,c.<S,r/ ~ h/44 L~Y~ aJ;-/r~ e;d, ,77't>d <y &'I '~-4,?fb.,, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless o_therwise noted, substantially complies with approved plans. specifications and applicable sections-of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO. _____ ...__ _________ _ Page_1_of_ INSPECTION REPORT CLIENT ya, a '-d:n-r!S'> DATE s-H-C\ ~ Architect 14 ol'-- Engineer t'YIA:tL-n & INSPECTION MAT'LSAMPLING _OSHPD __ Concrete Cylinders __ QSA __ Cement ~Specialty __ Mortar.Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing _._Masonry Block >< Concrete __ Fireproofing __ Masonry __ Units (block or bric!<) __ Struct Steel __ Asphalt Concrete __ Prestress Cone ___ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant · ___ Other __ Bolt Pull-Out __ Other REMARKS snm l.ffi? :S {?LI L l;["$ 1 > t>?P J{;,<"'t.. .,-. J> l A tV S- QTY -- -·- . . -·- -- -- -- -- -- ----- ------- PROJECT (Name) Le:,:::re~ LA .vi> (Address) CJ9.+'-'> t">d: &> CA-- REPORT NO. os., -:, .,11, o:J Building Permit No ..... &...,.i,.P..ifl.,__ __________ _ Plan File NO,--'---------------- Govt. Contract No.------------------ OSA or OSHPD #----------,----- Other u,f Pl o MATERIAL DESCRIPTION INSPECTION CHECKLIST >< Rinf.: Rebar ~fs;il~ ~ &,.!.;, 0 < Plan & Specs __ . Rinf.: W.V>{.F. ~ Clearances __ Rinf.: Tendons ~ Positions __ Cone:: Mix #/psi_. 2Sizes __ Cone.: Mix #/psi ..k..Laps __ Cone.: Mix #/psi . _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _ .. _Steel __ H.S. Bolts __ Metal Decking _. _ Electrode.s __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed - CERTIFICATION OF COMPLIANCE: To the best 6f our knowledge, all of the report!:)d work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building·codes. This report covers tlie locations of the-work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J?a::tLb•L V .1>ITTsf>'.\rs 0 ~ CERT. NO .. O B'el 0'1 e, I -S l3 . '""'""""~ INSPECTOR SIGNATURFJ?-= {? µ,~_, PSI-B-900-170(2) PATE....,..~~~--,-,-;-'-'-----~-~----------------, -~:·:-; ' · L .-.~•, lriformation ~.,,. ~To Build On .· Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 30, 1~98 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT Nb.: 059-70202-800 LOCATION OF PLACEMENT DUPLO FAIRY TALE TURN ';['ABLE FOOTING NORTH SIDE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F · DATE RECEIVED IN LAB FIELD DATASUBMITfED BY MIX DATA SUBMITTED BY July 23, 1998 02:30 pm 4 73 85 July 24, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS . . ASTM C39-94 . SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF' LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) 17461 A 7 07/30/98 50000 6.00 28.21· 1770 17461 B 28 08/20/98 .85000 6.00 28.27 3010 17461 C 28 08/20/98 ·81000 6.00 28.27 28;70 17461 D· 60 09/21/98 SPECIFICATIONS 28 3000 NELSON & SLOAN 003 522 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders mad!! by PSI representative. X Cylinders picked up by PSI _ representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered lo PSI laboratory. 28-DAY BREAK DOES NOT MEET S~ECIFICATION REQUIREME, • ~,t: , WILL HOLD 1 CYLINDER FOR 6 0-DAY BREAK CO,~~ . TECHNICIAN: DEREK PETERSON . Respectfully submitted, cc: LEGOLAND ( 4} , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD ~ f . ?5/~s:::_~'Jen(ce Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. DAVID J • AN I CE REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI CT A ER PSI A-20D-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ra~•J lnfon:iation ~_,• ®To Build On Engineering • Consulting • Testing· REPORT OF CONCRETE COMPRESSION TEST · TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC '5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 26, 1998 OUR REPORT NO.: 059-70202-859 ·FIELD DATA: LOCATION OF PLACEMENT DUPLO TURNTABLE GEP' WALLS . DATE PLACED TIME SLUMP, IN. AIR CONTENT, % ' AIR TEMPERATURE, °F ·:CONCRETETEMPERATURE, °F DATE RECEIVED IN LAB . FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 13; 199? 08:30 am 4 80 87 August 19, 1998'- PSI\DAN RAMAGE NELSON & SLOAN -. . SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER .FINE AGGREGATE COARS!= A~GREGATE ADMIXTURE. NELSON & SLOAN 721671 522 NOTE: APPLICABLE ASIM.SJ.llNDABD.S.lJ1'1~E$_$..OJ]jE~QLCA+fp;.S!._UMP;.G143-90a· AIB CONTENT· C23)'91b· TEMPERATUBE· C1_064-86(93);.cAPE1~2.~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17594 A 7 17594 B I 28 17594 C ', 28 17594 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS . ASTM C39-94. TOTAL CYLINDER DATE·Oi=. LOAD DIAMETER T~ST (~BS.) (IN.). 08/20/98 68000 6.00 09/10/98 09./10/98 I REMARKS: X Cylinders made by PSI reP,resentative. Cylinoers picked up by PSI X repres_entative. Cylinders made by Architect's or Contracto(s representative. . !~ Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2410 Cone 3·000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ~ ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6l7-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, -H.O.K,, CITY OF CARLSBAD. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•200-4 (4)F Respectfully submitted, ;,-:;1:.•~ic Industries, In~. DAVID J. RY , RCE DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l.., ~ •J Information ~.,. eTO Build On . Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ·92008 August 26, 1998 LOCATION OF PLACEMENT DUPLO TURNTABLE GEP WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 13, 1998 08:30 am 4 AIR TEMPERATURE, °F 80 CONCRETETEMPERATURE, °F 87 DATE RECEIVED IN LAB August 19, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR Rl:PORT NO.: 059-70202-859 SUPPLIER DELIVERY TICKET NO.ffRUCK NO . MIX NUMBER AND PROPORTIONS . CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN . 721671 522 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERW)SE INPJCAIEP·SLUMP· CH3-PP•· AIR CONTENT· C23,-P1b· TEMPERATURE• C106H§(P3l· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17594 A 7 17594 B 28 17594 C 28 17594 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LB$.) (IN.) 08/20/98 68000 6., 00 09/10/98 . 88000 6.00 . 09/10/98 88000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by.PSI X representative. Cylinders made by Architect's or Contracto(s representative: Cylinders delivered to PSI laboratory. · ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE 'CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE, OF BREAK 28.27 2410 Cone 28.27 3110 Cone 28.27 3110 Cone 3000 Test results comply with applicable X specifications. Test results do not.comply with applicable specifications. C617~,f40 t'1 f Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~4~ THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 INSPECTION REPORT CLIENT~~, DATE ~ /6-Cjfj Engineer /flufui f' lkon Contractor 1 yu'1 < · /%,1,,:,w"J' INSPECTION MAT'L SAMPLING, _OSHPD _._ Concrete Cylinders _OSA __ Cement _Specialty __ Mortar Samples _Mechanical __ Grout Samples _Electrical _._ Masonry Prisms _Roofing __ Masonry Block _Concrete _. _ Fireproofing LMasonry __ Units (blocK or brick) _ struct Steel __ Asphalt·Concrete _ Prestress Cone __ Roofing _ Pile Driving -. _ Reinf. Steel _ Fireproofing __ Steel _Waterproofing __ . J-1.S. Bolts _ Non-Destructive __ Tendon (PT $trands) _soils Technician __ Other _Batch Plant __ Ottier _ Bolt Pull-Out __ Other. REMARKS QTY. -- ---·- -- -·- ---- -- -- -- -.·- PROJECT (Name) 1,,1aLJ (Address) ~arLJJ . (!/, . I REPORTNO . .L2£:i., 7o~02,. Building Permit N.o. #?£dl4,2 7 - Plan File NO.·~~--~----------- Govt. Contract No.--~------------ OSA or OSHPD #-~------------ .Qther Ou.,4/4 //f/t,je· · MATERIAL,i~RIPTION INSPECTION CHECKLIST _p;(_ Rinf.: Reba~ l,4f/'<kJ _;5_ Plan & Specs S',flllO _. _ Rinf.: W:W.F. . _ Clearances _ Rinf.: Tendons . _ Positions .. _ Cone;: Mix #/psi _Sizes _ Cone.: Mix #/psi . _Laps _ Cone.: Mix #/psi. _ Future C.oritinuity #/psi _. Grout: Mix #/psi ~ . _ Consolidation -· .J(_ Mortar: Type/p~,a _. _ Mortar Batching L Units:.Blockf?. £12 ,~.lf/t. . Electrode Storage _. -. Units: Brick . _ Torque Applied -.Steel _H.S.Bolts _ Metal Decking _ Ele9trodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed ~AR:/4 o/~ 413 JI # '&/Ill f'°"h(Jduefv4!At4:r<J':r ~ CERTIFICATION OF COMPLIANCE: To·the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ~n or proj,ot oon~ . INSPECTOR NAME,'~ ;J;jQtU ---C& CERT. NO. J:.: <J (Print c1:;,, / , INSPECTOR SIGNATURF~~. .... . P~TE~~~:;;...._. .=:,-"-/__.,{p=:::.-.--C/...._..8--=----------- Pst-s-900-110(2> ~ ( / ~- l iiJ Infonnation . • .ToBuildOn Engineering • Consulting • Testing Page_1_of_ INSPECTION REPORT PROJECT (Name) __ Lr~-..... Gr~O.__f..:.;;~~--=d-· .,____ cuENr_L.....:;...;:o,e~Gi~a~-- DAT-E _9~-2.i,g-:-=---2-..2------ Architect ___ l--:{._.---..;O=-..... rc=--------- Engineer ___ \/Vl_~_4-'----"-YV1___.__-_________ __,_ Contractor. ___ J3..,,_..,_J5~_,(',.__,,_~ ______ --''-- INSPECTION MAT'L SAMPLING ?,QTY _OSHPD ~ Concrete Cylinders ~ _OSA _Cement -- _Specialty _ Mortar Samples --- _Mechanical _Grout Samples -- _ Electrical _ Masonry Prisms --_Roofing _ Masonry Block -- lQ..concrete _ Fireproofing -- _Masonry __ _ Units (block or brick) --_ Struct Steel _Asphalt Concrete -- _ Prestress Cone _Roofing --- _Pile Driving ___ Reinf. Steel -- _ Fireproofing _-_Steel -- _Waterproofing _H.S.Bolts --_ Non-Destructive _Tendon (PT Strands) -- _Soils Technician . _Other -- _ Batch Plant _-_Other --- _ Bolt Pull-Out ___ Other -- REMARKS g{¥tJB-~-6 . (Address)-=---..------'------ REPORT NO. G{!s~!~1 Jii Building Permit No. _____________ _ Plan File No. _______________ _ Govt. Contract No. _____________ _ OSA-or~HPD! Other Uufl~ MATERIAL DESCRIPTION Kl Rinf.: Rebar Aft'"" A ~ (5 _ Rinf.: W.W.F. _ Rinf.: Tendons _ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Cone.: Mix #/psi __ Grout: Mix #/psi _ Mortar: Type/psi ___ Units: Block _ Units: Brick _Steel -_ H.S. Bolts _ Metal Decking __ Electrodes __ Fireproofing ___ Other INSPECTION CHECKLIST _i;. Plan & Specs fr Clearances _ Positions -X_Sizes --t'Laps _ Future Continuity #/psi _15;,. Consolidation Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This-report covers the locations of _tt\e work inspected only and does not constitute engineering opin- ion or project control. - INSPECTOR NAME D eq...,,,? ~ J..- (P~rly) 6 INSPECTOR SIGNATURE.=~LrLE~ - PSI-B-900-170(2) ~ f~37F 5D4/3S-/ CERT. NO._..::....::...:::.......t._-=.. _ ____._..:...Ji_~_...;;;;_..;;.;__,_ ___ _ DATE __ ___,Cf:,__-=2-__ la'---L9_F..__ __ _ IPSI I i_•zrr:H~:r,~E~~i~~fuig:Oi~~~n ....... .,,.nc:.,, H -~- •' Page_\ of "2.. \ Au~~,W'-:t:t: , 1:>f-tT'lS'~ ~-'$·-'1 s _ ~-a . -.fNSPECTION REPORT -~~e~~ Name (per plans) _ ___,L::;..::~==;· ---'(:.=-=,-'-',o::;.· --L.'~aY1.:....·~d=· l;,------'-])~:;..;:U=-r'f'-"-','/oi....· ·_._· v---,,-:.._1-_f.:....( A...,.._ .;:::G,:.r...; 0 f-.-........ ----~ --__ j -~ Inspection · Date -.. -. ,. B-900-171 ll_ > ~ ',. ·-.,.,: .. ~ C -• -< - Page_1_of~ INSPECTION REPORT- CLIEN1'=-f;.°ip L~w l DAT~ :}..1)-0, ·s Architect ______ ---'--------'-------- Engineer ___________ ___,.. ______ _ Contractor. _______ --:-----:------------- INSPECTION · -MA T'L SAMPLING QTY _OSHPD ~ Concrete Cylinders ~ _OSA _Cement_ --·· _Specialty _ Mortar Samples -·- _Mechanical _Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- ..:::,._concrete __ Fireproofing -- _Masonry _ Units (block or brick) _ Struct Steel _. _Asphalt Concrete -·- _ Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel -- _ Fireproofing ___ Steel· ---· _Waterproofing _H.S.B9lts --_ Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _._Other -·- REMARKS PROJECT (Name)LEc)oL~..;).l, (Address~D~J C?--. REPORT No.oGOJ-7 (:) ~o~ -3?7 Buil_ding Permit No.----"------------- Plan File No, ________________ _ Govt: Contract No. ______________ _ OSAorOSHPD#------------- Other __ ~---------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.:··Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix~ Sri-~ _Sizes .-Coric.:-Mitc #/psi?,t>er,· _Laps _. _ Cone.: Mix #/psi . _ Future Continuity #/psi -. _ Grout: Mix #/psi _ Consolidation _ Mortar. Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _._ Units: Brick _ Torque Applied ___ Steel _H.S.Bolts _ Metal pecking _ Electrodes __ _ Fireproqfing . _ Other _ CorrE!ctive action required __ Corrections completed ~!:6'-IT e: d C) e Q....b t... ? eT'br-ss,~ \ l,,;) Mb N DC h-i-tv') cc,, c.M \'c. £>< ~<:kh-k~ e...T \J:\:S 'fol u,t.-.)· \N~ l r,~J,~_N.:SJ 2+'!~ f?&T~1 \)~~n 2,~,L 1 ~ Cf-..SlL(? h :Ll • ¾'<St.PX, SO C\.A \r-As, \..)h R--e :{?~z.d. ~ ·Pe-~. f>~Tu~ fTc, S'. •• M,\dE$ 0 N €' sn-· C, ~ ro~Q... 07L; wcl,§r\,s "tQ.J:,-.. Lo~ '*2> ,:r:R.:.'-\C..}c..~ 4Dl> T\ c:.}:_~l,.Qc8?L.f sL"'~' ..-J!..' O' ·o ~,.-, _..1 • "-r' '• • I !:) :C: ~\1?.... b \ ~1v·. b~ . ~~ . \ :e-UN O'S> \ L,,""'e;, b£. fi.vf._;.N t.J • $. ~ft>U)':., /De'-\~ ~~f:$ ~~u.l. ~ c..clCA.-,;}.s 3-Tc,6. ~ ~ rs\L7 aV\,L12 "'e:. 6~....__~4 '-'f:>s JA~(.~, ¾~~blS,, G, 0 CtA.. "\,=4 W 6RL -i>Lf-!.C6d M C:P+{l<,6. i:\. ,LL TvvD 6 ~kb ~U!i,S ~~~/$ -5 1 -~ . .... . \il-3 . ' L "'T": ?I:: ) ~Y--4 ~. ~~~'--4 ..!l r 8=9........_ u,~C:.$. , -J;.u:'-l ~ -r IT~.si ·o...;;) :f:\ ~''N& -ite..."\.c v; ~ CERTIFICATION OF COMPLIANCE: To the best of o~r knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of-the building codes. This report covers the locations of the work inspected only and does riot constitute engineering opin- ion or project control. INSPECTOR NAMf:S?,_l\L+,.h,)d. f-, (i2._001 -5~. CERT. NO. ________________ _ (Print-Clearly) INSPECTORSIGNATURK~ :£, Q_~ PSI-B-900-170(2) l •I · Professional Service Industries, Inc. •· American Eng\neering Division · . Page~of-~ ·INSPECTION REPORT Project Name (per plans)L____,te:~q+-'o ......... L=~~'-)...,,d..__ __ --------,---------,------------------------------- Inspection Date -:"i-~'2,...qtt?;, \°', c_\(..€\' it J ..... R( Df> o t:::.J .~ ... _o 4 1 ' .e...'to C.,_o ,-O.JC.. • J ";:J.'D, ~r:... ....... ol1. -t:bl;. -J 'T· ~~A~~-J &i'' . f=,, --5J._:1.,,,, .. ..r-. ~ •• .-~ Q_ C. c.. c,, 0 l\.,,.l~5 T~~e.~ C,C)~e,_, "7;i,, ', ) .J I -rn... '.C... _,.. -·-r-J_ ~<. -r.,,.._JLb~ t:!... L "'"'' a. L.·,~-~ ,a "Tlv .. L~~"'"'r--~~-_.o'' . . ' I r4. I ., I~ n...o'"'--Vu6.;-r-·/~~d. ~} <-o P,c._'\i'r. -u.~ ,,... \IL : ..... }dt-t"'\...:l:'. ~fLb- r-.L~L . . . ,I . • • .....! DP..._, c)·<'>-It.. ..;:x-'C. •• ..L.. ..l { y I \ V E,. lb k. ,l \o L~b, ' ~ . . - Inspector's Name \2.,o~tvd r · Q.o~ ,:S:~. PSI B-900-171 l ra~ •J, Information ~..,. *To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 18, 1998 OUR REPORT NO.: 059--70202-692 FIELD DATA: LOCATION OF PLACEMENT FUNTOWN BIRTHI>AY TENT FOOTING #2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY. June 11, 1998 09 :30 am 5 62 74 June 12, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STAND~ESllJITl:IEID'.lllma INPICAIEP· SLUM~.oa· AIR CONTENT• C231-91b· TEMPERATURE· C108HB/93l· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE . DATE OF LOAD. DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN,) (PSI) 17209 A 7 06/18/98 66000 6.00 28.27 2330 17209 B 28 07/09/98 17209 C 28 07/09/98 SPECIFICATIONS 28 3000 NELSON & SLOAN 704694 655 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X repr~sentative. fest results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. Test results do not comply wilh applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT v.RITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F Respectfully submitted, ~;;:,~usUies, Inc. DIST~:~E:CE Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • Sl:ln Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l"' .:!-•J Information· ~..,. $To Build On· Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 18, 1998 OUR REPORT NO.: 059.-70202-693 FIELD DATA: LOCATION OF PLACEMENT FUNTOWN BIRTHDAY TEN';r'S FOOTING #'1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 11, 1998 07:30 am 4 AIR TEMPERATURE, °F 60 CONCRETETEMPERATURE, °F 78 DATERECEIVEDINLAB June 12, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND·PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· 0143-90.a; AIR CONTENT· C231-91b· TEMPERATURE· 01064,88(93):_~· --- COMPRl;SSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 704629 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17208 A 7 06/18/98 17208 B 28 07/09/98 17208 C 28 07/09/98 SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 67000 Cylinders picked up by PSI X representative. (IN.) 6.00 -. Cylinders delivered to PSI laboratory. AREA STRENGTH {SQ. IN.) (PSI) TYPE OF BREAK 28.27 2370 Cone 3000 Test results comply with applicable specifications. Test results do not comply wi\h applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ·TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H,O.~., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERM)SSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4lF Respectfully submitted, ~;.;;;~,Inc. DISTRICT ~GE:CE Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Difi)go, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_L,.of__ · INSPECTION REPORT CLIENT L<;n:,o LA&'i> DATE b-lb-?'8 Architect___.~o..:;~;;.._------,------------'- Engineer @A&P& INSPECTION MAT'lSAMPLING QTY _QSHPD >< Concrete Cylinders _}i_ _OSA ___ Cement __ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples ---- __ Electrical __ Masonry Prisms --__ Roofing -__ Masoncy Block -- ~Concrete __ Fireproofing __ Masonry __ Units (block or brick) --. __ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing ---- __ Pile Driving __ Reinf. Steel --__ Fireproofing -_._._ Steel -- __ Waterproofing _._ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) --- __ Soils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS 3QQO PROJECT (Name) U;rt"eo k9&D (Address) ¢'!?.4.:S½") (14. REPORT NQ. P5"2·2o<:.o 'i.. Building Permit No, _q._,..!---.... 1""'::s~~-=s'------,---~--'------ -Plan f=ile No,---~-----'---,----,..a....-'----- Govt. Contract No.-----.----~------ OSA or OSHPD #-------------- Other cu&rou2& 73,.a.no,tt!-- MATERIAL DESCRIPTION INSPECTION _CHECKLIST -><_ Rinf.: Rebar t2~t.S.-d!~ ~-o . ~ Plan & Specs ___ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons .=:_ Positions, ~ Cone.: Mix #/psi '5'2-2--3 oo o ~ Sizes __ Cone.: Mix #/psi ~Laps __ . Cone.: Mix #/psi -_. Fu.tu re Continuity #/psi __ Grout: Mix #/psi .l.c:-Consolidation __ Mortar: Type/psi -. Mortar Batching . __ Units: Block -_ Electrode Storage ___ Units: Brick _ torque Applied _ __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required_-__ . __ Corrections completed -· . -:: c.vO.LIIC-v"-enL-VLI"'{ tvS ;<\,u)) "$,Pc,lZ'.. 1C: 1C."1-l70JV( g CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unl!3Ss otherwise·noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the workinspected only and does not.constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-4-!~__:_--1---+---=='----,---'- Ps1-s-soo-110(2) CERT. NO. OOOot'8t~8s DATE b·-1{:,• f::;J ~ ., Environmental _, • Geotechn{cal •-.. Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT LQ,.,o LAtvi) DATE 6 -I I-9 '6 Architect i./o IC:... Engineer mflrt--rzµ INSPECTION MAT'LSAMPLING _OSHPD ..2S:.. Concrete Cylinders _OSA __ Cement ~Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block 2L.. Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone -. _Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ . Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PTStrands) __ Soils Technician _._Other __ Batch Plant __ Other __ Bolt Pull-Out ___ . _Other- REMARKS .,tur: QTY _fL_ -- .. -- -- -- -- -- -- -- -- -- ----·- -- PROJECT (Name) LBt;;e;. C A&D (Address) &t-,:s?.dt> <!-4, . REPORT NO. os&1-:zo-~p ·,1-, Building Permit No. ___._"'__,,'7_-____________ _ Plan File NO,------...,.-----'------- Govt. Contract No."""'. ________________ _ OSAorOSHPD#----'----------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _.x. Rinf.: RE!bar4bl'S -r2n..~c.) ~ Plan & Specs __ Rinf.: W:W.F. 2!::.. Clearances __ Rinf.: Tendons .2!-Positions 2!:-Cone.: Mix #/psi -S2.z..-3oc.,o _Sizes __ Cone.: Mix #/psi ___ Laps __ Cone.: Mix #/psi . __ Future Continuity #/psi __ Grout: Mix #/psi ~ Consolidation __ Mortar: Type/psi -. Mortar Batching __ -. _ Units: Block _ Electrode Storage __ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts --· Metal Decking __ .Electrodes __ Fireproofing . __ Other __ Corrective action required __ __ Corrections completed . J, .'50~rtJ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAME ])@2.,(-,'X,. ? Vt;,"'77,,,U.Q~U ("""CO .. ) b INSPECTOR SIGNATURE --:V----\? ~- Pst-s-eoo-110(2) CERT. NO. o800'i f?(-BS DATE. 6-11-f$ Page_1_of_ · INSPECTION REPORT Architect_/-1'-'--"o""g,,.__ ____ -,--_________ _ Engineer fl14~-a~ INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders -- _OSA __ Cement -- -2!:... Specialty __ Mortar Samples --- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms __ Roofing __ Masonry Block .-- ..X.. Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving --. Reinf. Steel --__ Fireproofing ____ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _-_Tendon (PT Strands} -- __ Soils Technician __ Other --- __ Batch Plant __ Other --- __ Bolt Pull-Out _-_Other -- REMARKS Atvb QVl52f 4, k PROJECT (Name} 1-,S'bo (,A,,(.11-:> (Address} ~efl::L..s0:1c M, REPORT NO. t?-:>9~7o 2..o"l.. Building Permit No. _q..,_7-=-----· ___________ _ Plan File No, ________________ _ Govt. Contract No.'"".----------------- OSA or OSHPD #--'------------- Other 5,,,vn;x.v,c.J &,:.tP2f1?z'r z:z.rn,,75 · MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar A(,I':> -4~ ,o _.):JC Plan & Specs _ Rinf.: ·w.w.F. J1C.. Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi 2!.._Sizes ___ Cone.: Mix #/psi ~ Laps ·-. _ Cone.: Mix #/psi · _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi __ Mortar Batching -.-· Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts _. _ Metal Decking __ Electrodes __ Fireproofing __ ·Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. Qf;?IBO(jBI-Bfl PSl·B-900-170(2) l n.e,. ;J lnfonnation ~_,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 18, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-692 LOCATION OF PLACEMENT FUNTOWN BIRTHDAY TENT FOOTING #2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 11, 1998 09:30 am 5 62 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DE!..IVERY TICKET NO./TRUCK NO. MiX NUMBER AND PROPORTIONS CEMENT VVATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 704694 655 tlQ~LE ASTM STANDABmi.Ut:ILE.s.s..oil:!~t21CAIEQ;J;.i.\1Mf:_cm,J1J1a:.AlB.c.oNIENT· C23M1b· TEMPERATURE· C1064-116(1l3)· CAPPING· 01231-93 LABORATORY NUMBER 17209 17209 17209 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS .. SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST ·A 7 '06/18/98 B 28 07/09/98 C 28 08/10/98 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Conlractots representative. ASTMC39-94 TOTAL CYl:INDER LOAD DIAMETER (LBS.) (IN:J 66000 6.00 88000 6.00 85000 6.00 Cylinders picked up by PSI X representative. . Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2330 Cone 28.27 3110 Cone 28.27 3010 Cone 3000 X Test results comply with applicable specificalions. Test resulls do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~j THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF·THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l •• ~ iJlnformation I!!.;,• ®To Build On Engineering • Consulting • Te$fing_ REPORT OF CONCRETE COMPRESSION. TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 18, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-693 LOCATION OF PLACEMENT FUNTOWN BIRTHDAY TENTS FOOTING #1 DATE PLACED TIME SLUMP, IN. June 11, 1998 07:30 am SUPPLIER DELIVERY TICKET NO.ffRUCKNO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 704629 4 522 AIR CONTENT, % CEMENT 60 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 78 WATER FINEAGGREGAT!: DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, 19'98 PSI\DEREK PETERSON NELSON & SLOAN COARSE AGGREGATE ADMIXTURE NOTE· APPLICABL~OABD.S..l.llil.E.SJi.Qil:lf~DICATED· SLUMP:.i.HHJ!J· AI_B CONTENT· C231-R1b· IE!,lf'EBATUBE· C1064-86(93f· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17208 A 7 17208 B 28 17208 C 28 SPECIFICATIONS 28 COMPRESSION TEST RESUL, TS ASTMC39-94 .. TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.)_ (IN.) 06/18/98 67000 6.00 07/09/98 87000 6.00 07/09/98 89000 6.oo· REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI ,X representative. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. 28-DAY BREAKS AVERAGE 3025 PSI CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2370 Cone 28.27 3080 Cone 28.27 3150 Cone 3000 Test results comply'with applicable X specifications. Test results do not comply with applicable specifications. co FOR s TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOLrr WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Professional Service Industries, Inc. ~~;Z'i.;;- DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 n ... 1 Envilonmenfal ·a, f Geofechnfcal •-~ Construction Page_1 __ of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT le:r,o lA--Nt> DATE «'.-Z7-rS Architect __________ -,--.---'----- Engineer '-.:i t;,LT""t;" INSPECTION MAT'L SAMPLING QTY _QSHPD ___ Concrete Cylinders -- _OSA __ Cement -- ~Specialty __ M_ortar Samples -- __ f.tiechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reihf. Steel -- __ Fireproofing ____ ._.Steel __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ soils Technician __ Other ---- __ Batch Plant __ Other __ Bolt Pull-Out ___ Other --- REMARKS S:T Eurv:r:pu.;,f!,) (i:, ,, J Ar 2..3Q ?S \ . W2TH 141\-fl> PROJECT (Name) La,.o Y"9::&t> (Address) C,w • ..,.n.,.rH> CL REPORT NO. 0-; •701-o::L Building Permit No .. ---'-'"-' .. /4...__· __________ _ . Plan File No, ________________ _ Govt. Contra9t No.--------------- CSA orOSHPD #------------- Other 6 c..c · :S1r-")l.,Vfetn MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar .2!:_ Plan & Specs ~JJR'21 __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions -__ Cone.: Mix #/psi _Sizes ___ . Cone.: Mi.x #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Groyt: Mix .#/psi ___ Consolidation __ Mqrtar: Type/psi _ Mortar Batching __ . Units: Bicek Electrode Storage ___ Units; Brick _ Torque Applied ·_-_Steel. .. ___ H.S. Bolts . ____ Metal -.Decking _._:Electrodes _____ Fireproofing ...k:.. Other E:1tYC ~~_1c.tn _ Corrective action required __ ~'(~~nm" ~,,~ _ Corrections completed A:T __ 2..~0t>c,., MP CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This. report covers the locations-of the Work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. _______________ _ (Print Clearly} ~ ,?Sl·B-900-170(2) ~ DATE-~~+---~~-z...~,~-~~L'°~>------------- l ;J Information ~ • .. ToBuildOn Page_1_ofj_ Engineering • Consulting.• Testing INSPECTION REPORT. CLIENT _____ l/!.6~_0 ____ _ DATE---'-//,_-"'--'7..-'----7_-.._..?f'---__ _ Architect lfoJc. SroP10. ff.. PROJECT (Name) U&60l/rfl/l) · (Address) fU''l/l!JU/)f W~-4ht. /!At?UL>M . C,t. . 7 . REPORT NO. _ __.0 __ 5"~~ -_7_0_z,©_z;;_-~_o_z_-2 B\,lilding Permit No. ___ __._?_,;7_-_:Z_O--=Z_,_7 ____ _ Engineer hf /ti¾) d i' .OUNtJ Plan File No.-'---"--------------- Govt. Contract No. _____________ _ Contractor. b/::h.lAMJJ B/dcJ. OSAor OSHPD #-------------- Other __________________ _ INSPECTION ~SAMPLING z MATERIAL DESCRIPTION ~SPECTION CHECKLIST _QSHPD _Concrete Cylind~rs _ Rinf.: Rebar _ Plan & Specs. _OSA _. Cement _. _ Rinf.: W.W.F. _ Clearances --- _Specialty _ Mortar.Samples -·-_ Rinf.: Tendons / . _ Positions _Mechanical _Grout Samples _&one.: Mix #/psi 343m'~ _Sizes _ Electrical _ Masonry Prisms -. Cone.: Mix.#/psi · 7 _ Laps _Roofing _ Masonry Block· --_ Cone.: Mix #/psi _ Future Continuity #/psi Vconcrete _ Fireproofing _ Grout: Mix #/psi .......-Consolidation _Masonry _ Units (block or brick) --_·. _ Mortar: Type/psi _ Mortar .Batching _ Struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _Pile Driving _ Reinf. Steel -. Steel _ Fireproofing _Steel -·-_H.S.Bolts _Waterproofing _H.S.Bolts --_ Metal Decking _ Non-Destructive _Tendon (PT Strands) --_. Electrodes _Soils Technician _Other --_ Fireproofing ~Corrective action required __ _ Batch Plant _Other _.OIiier _Bolt Pull-Out _Other --_ Corrections completed REMARKS 17&.P. '/ 1-:Z - -Jt€.e/At,, I I{ Jl'E-c:rro1/ /J/!-o clJ PM . r . ~Pa£ VfiJJOl't'J (1ll17ft., 0~ /tf) A-rl.lJ f U6tff /?OU:. 6Adi;J . · · 7 I }foll; P;J¾ tg clfll1~:v,;~~1ff:f: Aft£€.PJJ//e~e ~LJa . ~IFfCATIOFf OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report.covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAME f!heto.1 /!:. ~MlJ&z.· ~~ INSPECTOR SIGNATURF~ ~J, ~ PSl-6-900-170(2) &r f'cttJ,e 1ir z CERT. NO.__;:::c..;....::....;____;::;..;;.__---=::;._;;.--------- DATE __ /J_1-_c_7_-_'/f..:.__ _____ _ IL l ii/ Information ~ • ,,To Build On Page_1_ot_l_ Engin.,eering • Consulting • Testing INSPECTION REPORT PROJECT (Name)___,r,:~-,__,,.-0...,,/4__,i+n: __ ~d--__._-, cuENT_-.1J._e_.t;.; .......... o _____ _ DATE_--./_._/_-..... 7,~--2--"'-?~--- Architect ___ _,,_/_,L/'--"Q~?'-=--------'--- Engineer_l-!az~A-i2-.a,,.L.b-==t/.J'------''Y'-,---!-/IZ~. ~~~e:::1-~.L..:.,L),_~_ Contractor._ _ _ __ ?__r, _ .73_ ~--=~ ___ ___ _ __ _ __ _ INSPECTION MAJ'L SAMPLING QTY _OSHPD _ Concrete Cylinders --- _OSA _Cement -- _Specialty _ Mortar Samples -- _Mechanical _ Grout Samples -- _Electrical _ Masonry Prisms --- _Roofing _ Masonry Block -- +Concrete _ Fireproofing -- _Masonry _ Unifs (block or brick) -- _Struct Steel _Asphalt Concrete -- _ Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel -- _ Fireproofing __ Steel --- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician ·_Other -- _ Batch Plant _Other ---- _ Bolt Pull-Out _Other -- (Address) -9 {k/s a~ (_~ , REPORTNO. 7.dl,C'l.---ifs Building Permit No.9/Pf7s; fi'.124?~, 99~ 3.9 7'/- Plan File No.~------------------ Govt. Contract No.------,-------'------ OSA·or OSHPq# Other 6'iio-s Till' c~ B~l> 6G" ~'rbt&tt'\.G Rill 6-{; MATERIAL DESCRIPTION INSPECTION CHECKLIST _:t,. Rinf.: Reba~~ ~b t-;;-A Plan & Specs __ Rinf.: W.W.F. _)i2. Clearances _ Rinf.: Tendons _)SL Positions __ _ Cone.: _Mix #/psi ~Sizes _ Cone.: Mix #/psi ---4-Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel __ H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing -_Other _ Corrective action required __ _ Corrections completed REMARKS .Lns~e.cl ±L.-~1n±on.c._f"'J ~ .. [ ~v1sl<lclk±~ :b2:, tL<-- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers. the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~ ~ A-.66 CERT. NO. 35"37i 5b ::ff I£; w~ INSPECTOR SIGNATUR~___f_ PSI-B-900-170(2) DATE __ ~J/_-..,..J_---,2f--C?-'--------- L l · •J Information ~ • .. ToBuildOn Page_1_ofL Engi11eering • Consulting • Testing INSPECTION REPORT PROJECT (Name) __ L~c"-"'G,'--=-l)=-=--/ ~-L--=J __ _ cuENT __ L=--e ..... 6"---'. '-""o'----- DATE _ __,/'-'-/_-_,_l./_-_._9 __ 1 __ Architect ___ ;J_+.....,O=-L/C.,,...,_ ________ ____ Engineer _ ____._/lYZ~~lf1tc~t.~.u~··_)::__,~--'l?-?.-t.-""1-=· -<,,).,,___·. _ Contractor: ____ 73"1P"-,...6~e_. -------- INSPECTION MAT'LSAMPLING ~ _OSHPD .,d--Concrete Cylinders __ OSA __ Cement __ specialty __ Mortar Samples --__ Mechanical __ Grout Samples · __ Electrical ___ Masonry Prisms __ Roofing _._ Masonry Block -- Lconcrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --__ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other --- __ Bolt Pull-Out __ Other -- REMARKS (Address) 7 c;,Js§Pt7> / r_i. REPORT N0.~--7'-"'o"'-<z ...... ,o._.__...1..-~--- Building Permit No. ~ 3¥1¥; '?? -1./7.£,, <lr ~ I ZU.. Plan File NO,-,---------------- Govt. Contract No.-------------- OSkor OSHPD #----:-------,------,----- Other..s9~~:w6 ~<'» bics~~ MATERIAL DESCRIPTION INSPECTION CHECKLIST L Rinf.: Rebar .f:1,7i'J ,4 ~/.$._, L. Plan & Specs _ Rinf.: W.W.F. -A Clearances _ Rinf.: Tendons _jJ. Positions L Cone.: Mix #/psi]d~ ~Sizes L Cone.: Mix #/psi ...JQ. Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi . ...JL Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ~ ~ .+Ge CERT. NO.__.:;_l=-S"'-'-J__,_C,-=-f _ __,$.....,Q-...#_3,__5:.....,J,___ __ _ (Print Clearly) ~'~~;r,~R SIGNATUP'JC1 '"ea..t;J, DATE __ ~b.._1-__._L/_-__,7tf',......_ ______ _ l •J /reformation ~ • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 DATE: December 30, 1.998 FIELD DATA: LOCATION OF PLACEMENT SIGN FOUNDATION @ FUNTOWN DATE PLACED TIME SLUMP, IN. December 30, 1.998 03:45 pm 4 AIR CONTENT, o/o AIRTEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB January 02, 1.999 FIELD DATA SUBMITfED BY MIX DATA SUBMITfED BY PSI\FIDENCIO VIRAMONTES PALOMAR TRANSIT MIX PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1. OUR REPORT NO.: 059-70202-1.077 SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO./TRUCK NO. MIXNUMBERAND PROPORTIONS 343004 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTIJRE NOTE· APPI.ICABLEASTM STANPARDSNLF.SS OTH_ERWISE INDICATEISUJMP· C143·J=K)a· AIR CoNI~NI; C231·9I'IEMPERATtfBE· Cl°?4·86CQ31· CAPPING· Cl231·93 SPECIMEN TEST LABORATORY IDENTIFICATIO ~ AGE NUMBER ORSETNO. (DAYS) 18638 A 7 18638 B 28 18638 C 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASI'MC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 01/06/99 65000 6.00 01/27/99 110000 6.00 01/27/99 112000 6.00 X Cyllndefs picked up by PSI REMARKS: X Cylinders made by PSI representative. _ representative. Cylinders made by Architect's or Contractor's representative. Cylinders di;llvered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2300 Cone 28.27 3890 Cone 28.27 3960 Cone --- X Test results comply with appllcable specifications. Test results do not comply with appllcable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C61.7-94. TECHNICIAN: FIDENCIO VIRAMONTES cc: LEGO LAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!5:STED AND MAY NOT BE INDICATIVE OF TI!E ENTIJlENCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPI' IN FULL, WITHOWRJTIEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRJEJS;C. PSI A-200-4 (4)F Respectfully submitted, Professional SeNice Industries, Inc. ~~·fr DAVID J YAN, Re· DISTR MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . ~",~iiiiil f 3'J;{/f!{jt£1l_._ .. ·--'-----~---'--'-..;;..:.'. ':-'-'-'--'-..._:_:._____:_....;...:.-,.;;__;-. -__;_t~---P--'-ag-e -1-·of-=-- Engin~ering '•'Consulting • .Testing INSPECttON REPORt CLIENT Lt:noo '-dZ?tA> DATE 7-7 c;-9::'8 Architect ±fo IL. Engineer m A1'.k-TI ,v INSPECTION _OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing ~Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing • __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING QTY __ Concrete Cylinders __ Cement -- _. _. Mortar Samples -- __ Grout Samples --__ Masonry Prisms --__ Masonry Block --__ Fireproofing -- ,--Units (block or brick) -- ___ Asphalt Concrete --___ Roofing -- __ .Reinf. Steel -·--___ Steel -- __ H.S. Bolts -- __ Tendon (PT Strands) --__ . ·Other --__ Other -- __ Other --· PROJECT (Name) L.-~ L&vl> (Address) &,{-tU5;>vtO M REPORT NO. c:?$<'(-'701..o·t... -R6ca C Building Permit No.--'<?...,_?_--___________ _ Plan File No. _______________ _ Govt. Ce>ntra.et No.------------------'-- OSAor OSHPD #----------------- Other ~u.:111 ?h!-l z_,,q. w4Lc..s, MATERIAL DESCRIPTION INSPECTION CHECKLIST .)i::.. Rinf.: Rebar.4~/2&.t b.'2. ~ Plan&Specs 7it:7/./-36'/ _ Rinf.: W.W.F. _ Clearances _._ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ .. _ Cone.: Mix #/psi _Laps _._ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidatio _ Mortar: Type/psi _ Mortar Batching _. __ Units: Block _ Electrode Storage I _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking _ Electrodes I . l _ Fireproofing ! _ Corrective action required_· __ f x Other E,ec:xY 5JCAbt.Jl2.. .#/ moo .:22, _ Corrections completed / . . ---~ ~ :srDr£,. &,tvt,2.Abz:orL ~Ci?t?>t'I'. •'.5 rl»&cvb"Q e,-r-s.c::r,y6qv8h')-:t...-. A<..{--:o(L..1>1 i;vt:, . ::r:o 1S X> c... 'i>A¥-:eP... c..uo-a....k. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the.reported work, unless otherwise noted, substantial~o~~~tf a~v~ plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTORNAM~;:L~ ~ · INSPECTOR SIGNA:RJ =~= PSI-B-900-170(2) · CERT. NO. c:,s-8 Oct e l -e-s MAY 27 '98 08=10 FR PSI CORONA CA 909 272 4271.TO SAN DIEGO P.02/04 REPORT OF DAILY lRl1J.,T-UP ROOFING lNSPECTJON OWNER: Lego Land Escates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERlNTENDENT'S NAME: Chuck Sclmeider ROOFING CONTRACTOR: Hayden Roofing Company DATE: May 19, 199~ . REPORT NO: _ 059-70202 , 2 t 9-77044 (30) -~ 32,- Areas workcd: _ _...e.F..:un==....,.T.=..ow=n=,-"n=or=-=th-=co=m=p=le=x'-', m=ain=de=c=k_:.:;lb~w.::.:cr:.,.;d=e=ck"""· n=o=n=h-"'si=de=-o;::.:f;..::b;.:uil=:. d=in""'g,___ _ ___________________________ · ---'-------% Roof Completed: · approx. 70% Weather: partly sunny Temperarurc: SO °F co ........§.§_°F Roofing foreman: Bill Sellon Crew Size: 6. 4 after 11 AM Tilne _Worl(ed: 6:30 to 5:00 · Cam Size: 3 11 Type· of Drain: Smith · Cricket size/slope: 1/2 11 per foot Deck Type: .steel . Clean: yes. .Dry: yes . Slope: 1/411 per foot Material Protection: On pallets? yes _ Covered? yes Labeled? yes _ Dry'? __ y __ e __ s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: solid hot mop Insulation: Apache 4'x8', 3.'1 Millex Rooflnsulation 4 1h" screws & 3" metal plates Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS'-2-3-m Modified Number of Piles: Three Application Method:---=s=o=lid-=-=h __ or ____ m~op ___ ~----- Surfacing: Type~ gravel . Embedment: solid hot Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.: ,.,,_M=B=F=----_____ _ Attachment Method: solid hot mop Fasten.er: No. 8 nail Spacing: 12"0.C. Bitumen: Type: III Bulk shipment or carton'? _ carton . (EVT °F) Kettle Temp: _ 9:00 a.m. 500°F 11,00 a.m. 2Q_°F 2:00 p.m. Rooftop Temp.: 9: 10 a.m. 480°F 11: 10 a.m. 490 °F 2: IO p.m. 490 "F 470 °F Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: n/a G~uge: _____ _ Night Seal: Debris Removed: _y'-"e ___ s ______ Penetra~ions Sealed:__,_,._ye-'--s ______ Test Cut: _..c..cn=-o ______ _ COMMENTS: l. After roof was installed on lower deck, contractor inst;tlled 4 new penetrations and one 3' x 3' wood platform. 2. Dried main deck with roof dryer. Roof dried and ready at 9:00 a.m. · 3. On main deck solid hot mop one ly of GS Flintlastic GMS Modified over completed Type IV ply on balance of deck. 4. Solid hot mop one ply of GS Flintlastic GMS Modified on.walls and air conditioning platforms over nailed base sheet. 5. Installed drain and overflow clamping ring on both sections 8 sets tighten with four. bolts (need two overflow). 6. Primed six new lead pipe flashing with asphalt primer and set in bed of mastic on modified -roof solid hot mop one ply of GS Flintlastic GMS Modified over lead. · · 7, Solid hot mop one ply of GS Flintla."Lic GMS Modified over base sheeL on 3' x 3' wood· curb. Sprinkle mop one ply of25 lb. base sheet on top of wood curb. PSI INSPECTOR: -=B;.:;il:::..l =D=av'""is=---- MAY 27 '98 09:10 FR PSI CORONA CA 909 ~72 42'71 TO_SAN DIEGO P.03/04 ) REPORT OF DAILY BUILT-UP ROOFING lNSPECTION OWNER: Lego Land Est.ates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construerion SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Rooting Company DATE: May 18, 1998 REPORT.NO: 059-70202, 2~9-77044 (29). -&3) Areas worked:_--=-F-"'un:a.-=.T=ow=n""'-,..:.:n=orth=c=o=m""'p"""le"-='x,...,m=a..t=·n:.a..=.:dee,:;ck.,__ __________ --" __ ---'-....._ -------------------------'--% RQol' Completed: __ -...:aa:.t:P:t:.:Pr~ox~·-::60~%'-- Weath1.."T: clear & sunny Temperature: -"s~o __ °F to _]LUF Roofing foreman: Bill Sellcm . Crew ,Size: 6 · Time Worked:. __ 6=:,;:;,30=-t=o-=-5=:3_0_-________ _ Cant Size: 3" Type of Drain: Smith . Cricket size/siope: 1/2" per foot Deck Type: steel Cle~: yes Dry: yes_ · . Siope: 1/4" per foot Material Protection: On pallets? yes Covered? yes Labeled? . yes Dry'? _,y=e=s __ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: solid hot mop Insulation: Apache-4'x8', 3.1 MillexRooflnsulation4 ½" screws & 3'' metal plates Roof Ply Type: Flintglas Type IV, and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three. . Application Memod:.--..!:s~o~lid::-;.._ ..:.::h~ot=-,m=op ___ ....a..... __ _ Surfacing: Typc:4ravel-.. . . . Embedment: solid hot . Flashing Type: Flintlastie GMS/fl Modified Asphalt Spec.#.:,.,,_MB=· =F,_ .. _____ _ Attachment Method: solid hot mop · Fastener: No. 8 nail Spacing: 12"0.C. Birurnen: Type: III Bulk shipment or .carton? carton- (EVT "F) Kettle Temp: 11:00 a.m. 500°F 1:00 p.m. 510 -°F .. 3:00 p.m. Rooftop Temp.: 11:10 a.m. 480°F 1:10 p.m. 490. "F 3:10 p.m. 500 "F 480 °F Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type:. tJ/a Gauge: ____ _ Night Seal: Debris Removed: _y,..::e:=.s ____ Penetrations Sealed:_.J-ye=s,.___"--Test Cut: _,.!.!n~o..,..... _____ _ COMMENTS: 1. Installed one layer of Millex 3.1 Roof Insulation over metal deck and wood crickets. Fastened with 4 1/2" scrc..-ws and 3" metal plates, 8 per 4' x 8' board. . 2. Installed tapered insulation on top side of AC platfonn and three inside corners. Set in hor. asphalt 3. Installed 3" cant strip at base of walls. Set in hot asphalt. 4. Solid hot mop one ply of GS Glasbase 25 lb. base sheet over attached insulation. Set in mastic at drains. S. Solid hot mop one ply of GS Flimg]as Type IV over base sheet. 6. Solid hot mop one ply of Poly-SMS base sh~et in drain areas and around pipe penetrations. 7. Prime lead drain and lead pipe !lashings with asphalt primer and set in bed of mastic on Poly SMS base sheet. 8. Solid hot mop one ply of GS Flintiastic GMS Modified over completed Type IV ply appro?dmatcly 5 squares in drain and valley areas only. PSI INSPECTOR: Bill Davis OCT 23 '98 11:32 FR PSI CORONA CA 90,9 272 4271 TO SAN DIEGO P.07/12 REPORT OF DAILY BUJL T·UP ROOFING INSPECTION OWNER: Lego Land Estates. Irtc. PROJECT: Lego Family Park USA Cannon Road, CaTlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction : - SUPERINTENDENT' S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: October 7. 1998 .REPORT NO: 059-70202. 219-77044 (65)~ "17~ Areas worked: Foodstand -north/ helicopter ride maintenance ____________________ :_ .. __ ,_---'_ % Proj_ect Completed: ______________ _ Weather: sunn Temperature: 60 ~·f to 80 ~F Roofing foreman: Bill Sellon Crew Size:_4 __ 1'ime Worked: 7:00 a.m. to ___ 3=:3 ..... 0_._p=.m=·---------- Cant Size: 3" Type of Drain: Smith Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes . Dry: yes Slope: 1/4" per foot Material Protection: On pallets? yes Covered? yes. Labeled? yes Dry? _y=e=s _____ _ Base Ply: OS Glashase Base Sheet. #25 Attachment: 1 '' square head nails Spacing: 18" O.C .• 9" O.C. at laps Roof Ply Type: Flintglas Type IV and OMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three. Application Method:---=s=o=lid=h=ot-'m=....op'-"'-_______ _ Surfacing: Type: rock Embedment: ..... s .... o .... li __ d..a.h=o_,__t =m=o_p ________ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.: =M=B=F....__ _______ _ Attachment Method: solid hot mop Fastener: 1" square head nails Spacing: 9" O.C. Bitumen: Type: Ill Bulk shipment or c::arton'? ___ c .... a ___ rt=o=n~--------- (EVT °F) Kettle Temp: 9:00 a.m. 480°F 11:30 a;m._505 °F 1:45 p.m. 510 °F Rooftop Temp.: __ a.m. ___ °F ___R.m.. °F .__p.m. _up Edge Metal Type: nf.a Gauge: 24 Counter Flashing: Type: n/a Gauge: _____ _ Night Seai: __,l=1o=t-=as=p=h--al __ t ------------------------------------- Debris Removed: yes _ Penetrations Sealed: yes Test Cut: -=n=o ______ _ COMMENTS: 1. Laid out cant strip and nailed down with No. 8 nails. 2. Mastic at drains, rolled out base sheet, lee· relax and nailed down. 3. Solid mop one ply Type IV ply sheet. 4. Solid mop one ply poly base in drains and penetrations. 5. Laid drain leads and pipe jacks in mastic and primed on top. I ii 6. Solid mop modified cap omo roof. . 7. Nailed base to walls and soliti·mopped modified cap to wa11s:·nailed on Lop. 111 .. · · · , 8. Tighten drain rings into place. 9. Solid mopped rock to roof at S bags per square. PSI INSPECTOR: Bert Mantik . I., Profcssion:il Service Industries, lnc., 350 S. Maple. Unit K. Coron_a, CA 91720. (909) 272-4230 TESTED FOR: DATE: REPORT O{= CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 05, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-547 ·============:::::::=================================··· FIELD DATA: LOCATION OF PLACEMENT BOATING SHCOOL WALLS DATE PLACED April 22, 1998 TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB April 23., 1998 FIELD DATA SUBMITTED B~ MIX DATA SUBMITTED BY ':1f SUPPLIER DELIVERY TICkE:T NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE: AGGR.E<.3ATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C39-94 ---,--· ··-. --. ----- SPECIMEN TEST TOTAL; CYLINDER . CYLINDER COMPRESSIVE ' LABORATORY IDENTIFICATION NUMBER OR SET NO. AGE DATE OF LOAD DIAMETER AR.EA STRENGTH (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK'' 16876 16876 16876 16876 SPECIFICATIONS REMARKS: A B C D 7 28 28 28 ----~--- I I I 04/29/98 05/20/98 05/20/98 Cylinders made by PSI representative. Cylinders made by Architect's or · Contracto(s representative. . 89000 Qylinders p1~ked up by PSI representative. 6.00 Cylinders delivered to PSI laboratory. 28.27 3150 Cone --- . Tesl'results comply with applicable specifications. Test-results 'do not comply with applicable specifications. ALL CYLINDER$ CAPPE·b. IN ACCORDANCE WITH ASTM C617-94. ··- Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICA 1:,VE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SER'illCE'INDUSTRIES, INC, PSI A-200-4 (4JF r;§:Ja/ ~erndu-:; Inc. . DAVID(1~ DISTRI~~AGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ~ ·1 Environmental _-QSI Geotechn~cal Page_1_of_ ,. Construction Consulting • Engineering • Testing INSPECTION REPORT Architect_..il....,0"'"'1."".:::..._ ___ ---'-_---'-____________ ...:.. Engineer atdtL·d/f..,/ INSPECTION MAT'LSAMPLING QTY _OSHPD _-_Concrete Cylinders -- __ OSA __ Cement -- ...:2!._Specialty __ Mortar Samples -- __ Mechanical ___ Grout Samples --__ Electrical __ Masonry Prisms -·--__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -·-·- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS FOJt.. Ar:- st Z-<~ J C • ei watL!S, PROJECT(Name) L(%o Lf1tt.lD (Address) C/14$oA.f> . Ct4, REPORT NO. QS'"1·:ZQ7..o"L -7.2,/. Building Permit No. _G .... J..., __ -.... 3~5"-'-,3....._..,....._--------'----- Plan File No,-~----'--'--"-,-~---"-'-----'----- Govt. Contract No.--------'--------- OSA or 0$HPD # ~--,---~--~------ Other" i¼:wZ;/M·z -_ -S<-Hoa<.-L1C?HT Poi.-155, MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar ~15 -c.,.z.. ~o • >c Plan & Specs _ Rinf.:. W.W.F. _.d!::;; Ciearances __ ._. Rinf.: Tendons .>.-Positions __ Cone., Mix #/psi _>,.. Sizes __ Cone.: Mix #/psi . x Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block __ Electrode Storage . __ Units: Brick · _. --Torque Applied __ Steel· __ H.S. Bolts - ____ . Metal Decking ___ Electrodes· ___ Fireproofing __ Other .. __ Corrective action required __ Corrections completed ., . A&C? sl/lfb'"T3: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicaole sections of the building codes. This repo_rt covers the locations of the work inspected only and does-not constitute engineering opin- ion or project_ control. CERT. NO. \Q e ~act e \ -f7'5 Page_1_of_ INSPECTION REPORT CLIENT l..GJ'po LA ,vf> DATE (-,-I';-fS Architect_:..:.#c-=o;..:_/c..;;;c~ ______________ _ Engineer @A,,2-nP INSPECTION ; MAT'LSAMPLING QTY __ OSHPD x_ Concrete Cylinders _!:f_ _OSA __ Cement -- _c5._Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ . Masonry Prisms --__ Roofing __ Masonry Block --2-. Concrete __ Fireproofing __ Masonry __ . Units (block or brick) --__ Struct Steel , __ Asphalt Concrete -- __ Prestress Cone . __ Roofing -- __ Pile Driving __ Reinf. Steel -·- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _. _Tendon (PT Strands) -- __ Soils Technician -.-Other --· __ Batch Plant __ Other --__ Bolt Pull-Out __ Other --- REMARKS . /Vt:i'l-SOY PROJECT (Name) 1--et...o vt,vD (Address) &f,u,~,1b C!d, . REPORT NO. -=O!,=.;;,'""'c;:_-2...,cn."-'-'c __ z.=-------- B1,1ilding Permit No. __,_A-'~·=,n:...__-'------------- Plan File No,.....,.. _______ --'--...._ ______ _ Govt. Contract No.----------'-------- OSA or OSHPD #----,-------------'-- Other OZM,4 k..,&:;, '44&;,doµ ~JfB LHt<-<.s· . MATERIAL DESCRIPTION INSPECTION CHECKLIST .2!::.. Rinf.: Rebar t1.t;,_r:; ... & '-V . ~ Plan & Specs __ Rinf.: W.W.F. ~ Clearances . __ Rinf.: Tendons ~ Positions ~ Cone·.: Mix #/p~i 5':2-'3o6v _'Sizes . ' __ Cone.: Mix #/psi _Laps __ Cone,: Mix #/psi. _ Future Continuity #/psi _. _ Grout: Mix #/psi 2:::._ Consolidation __ Mortar: Type/psi _ M6rtar Batching __ Units: Block _ Electrode Storage __ Units: Brick .. _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking _._ Electrodes __ Fireproofing __ Other. _ Corrective action required __ __ Corrections completed' CERTIFICATION OF COMPLIANCE: To the best 9four knowledge. all of the reported work. unless-otherwise-noted. substantially complies with approved plans, specifications and applicable sections of the-building codes. This report covers the locations of the work. inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~-l'D<-. ? ?:.:-zz,rn .. 5,0,....) ~~M ~ INSPECTOR SIGNATURE V~ "? ';2_~. · DATE b -1, 9 -9~ PSl-8-900-170(2) Page_1_of_ .· INSPECTION REPORT CLIENT '-07-20 c ol!!l &:7::> Architect_.wH<c;::0'""1<..=------'--'------'---'---- Engineer l"Y1 4 tLrz µ INSPECTION MAT'.LSAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA . __ . Cement -- ..x_specialty __ . Mortar Samples -·- __ Mechanical . _._ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -·- __ Concrete __ Fireproofing --__ Masonry __ Units. (block or brick) --__ Struct Steel __ Asphalt Concrete -·- __ Prestress Cone __ Roofing --__ Pile Driving __ .Reinf. Steel -- __ Fireproofing __ Steel· -·- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name} LAlev c A-tYt> . (Address) <'.¥44L-SQ4D <""4 REPORT NO. as?-7¢2 ro, -,7o__3 Building Permit No.~0~;..._---~------- Plan File No.---'---'--------------- G'ovt. Contract No.----------~---- OSA or OSHPD #----'-----,,------ . Other &11,u1 c.-1,qut:> MATERIAL DESCRIPTION INSPECTION CHECKLIST _.k Rinf.: R~bar ,!/6t.~ • ~,-L{;.l:2 ~ Plan & Specs --. Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions --. Cone.: Mix #/psi £.. Sizes . ' __ Cone.: Mix #/psi -::...-Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi · _._ Consolidation __ Mortar: Type/psi --. Mortar Batching __ Units: Block __ Electrode Storage --. Units: Brick __ Torque Applied __ . Steel __ H.S. Bolts __ Metal Decking __ Electrodes _. __ Fireproofing --. Other __ Corrective action required __ __ Corrections completed - .. n,02>0<. 5S--:r'//3 Cd--,., c.,,:z-4acr: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, subs.tahtially complies with approved plans, specifications and applicable sectior:,s ofthe·building· codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Y"1"K.-t:n-c-p ?~-,,0,u CERT. NO.. Ol:}'5CJ2/2f ~ s.s (Print Clearly) ~ · INSPECTORSIGNATURE~:t: >~ PSl·B-900-170(2) . DATE_~b_-_t~9---'-'~8~.------------------'-- Page_1_of_· INSPECTION REPORT CLIENT Le=t;,o lt1""'l> DATE ¢,-IZ-fE, ...... Architect--tl~O&~---------------------- Engineer @Al2--"[7A.,J INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --· _OSA __ Cement ~Specialty --. Mortar Samples -·- __ Mechanical __ Grout Samples -·--__ Electrical ___ Masonry Prisms --__ Roofing __ Masonry Block -- .:a:__Concrete _. _ Fireproofing -- __ Masonry __ . Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone ____ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel ----- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ ._Tendon (PT Strands) -- __ Soils Technician __ . Other ---- __ Batch Plant __ Other -- __ Bolt Pull-Out __ bther -- REMARKS $,?tg..,..,, 4:T ( ,f;tyi:> PROJECT (Name)-LA?-....,.,,=o'-(,,f.=:,y=-------'-- (Address) Q,f4AAMA -'¥4, REPORT NO. OS<p-?O't..C>~ Building Permit No . ....a..a&ff=-... .... · --..,......-'--------- Plan Filet No,-----------"------ Govt. Contract No.-------------------- OSA or OSHPD #~-~----,---------- Other. 1•1'1/A..,JL,fA.,j) 4rlc,;0o;r...J -C:c:"-:-<;i2~£-#a MATERIAL DESCRIPTION INSPECTION CHECKLIST ><. Rinf.: Rebar ./1."-.5.. . Ge~ t> __ Plan & Specs __ Rinf.: W.W.F .. __ Clei1rances . ___ Rinf.: Tendons __ Positions __ Cone.: Mix #/psi __ Sizes- __ Cone.: Mix #/psi ---Laps __ Cone.: Mix #/psi __ Future Continuity #/psi · ___ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi --. Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied ___ Steel. __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing _._Other · ___ Corrective action required _____ . ___ Corrections completed -pn.---11: ri. d z • CERTIFICATION OF COMPLIANCE: To the best of our knowledge; all of'the reported'work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers. the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME:0-~lfl<L""""'l.!Qt!..-~~.:.,\ ,........,V__.llf7li\1..._._,.....,..q-O"";U""'------ INSPECTOR SIGNATUR~-+,,,G,-A""'--__,_(~-\-rin_t·c_,e_,~..,_y) .... t.""". -::::::::,,..>.~,.__-"- PSl·B-900-170(2) CERT. NO .. <2eeoq e,. fz:S Page_1_of_ INSPECTION REPORT CLIENT i-cG::o ke<t e-::t> Architect _ _._1-1:..:o=>K-=------'--------'---------- Engineer C11dL1Ztu Contractor. 3,mNfl~J>s i>",wTY«"IK-s INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty __ Mortar Samples -- __ Mechanical __ Grout Sampl_es __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Biock -- ...X:...Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ struct Steel _._ Asphalt Concrete -- __ Prestress Cone __ . Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _._. _Other -- __ Bolt Pull-Out __ Other --. REMARKS PROJECT (Name) ~ L4&a> (Address) 6t~LSM&> &t, REPORT NO. OS?~ ?m...oz.,. Building Permit No. -44-'"". :;.o~'-'---__________ _ Plan File No, __ -------,-----~------ Govt. ContraQt No. __ ------'--'------------ OSA or OSHPD #---------------,--- Other ,n,-, ~,a,._,;, LAC:;,c;,o,y $4£6?\.-4'---# S MATERIAL DESCRIPTION INSPECTION CHECKLIST >-Rinf.: Rebar Al::;_!<:: --{6_,t..6,D ~ Plan & Specs __ Rinf.: W.W.F .. . -=-. Clearances __ Rinf.: Tendons ~ Positions ___ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi >-Laps __ Cone.: Mix #/psi . __ Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi ·-Mortar Batching __ Units: Block . _ Electrode Storage __ Units: Brick _. _ Torque Applied __ Steel. __ H.S. Bolts __ Metal Decking ___ Electrodes __ Fireproofing __ Other _ Corrective action required ____ _· Corrections completed . '-=7 .. s;;;:::::;:---'----=-- --. ---' --- CERTIFICATION OF COMPLIANCE: To the best of ourknowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations oMhe work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 7:::?m tpL.. p Yc-;:::ri;,l'Ls. ON ~•QHM ~ INSPECTORSIGNATUR~....,4 =r ~~ PSI-B-900-170(2) · . ,.,SI Geotechn~cal . ~-· . -, Environmental •-. Construcflon Page_1_of __ Consulting • Engineering • Testing INSPECTION REPORT DATE 6 ·23 -ff: Architect tk>u ... Engineer tY1tU.rz,y · Contractor. Br~-Ds INSPECTION MAT'LSAMPLING _QSHPD >,;;-Concrete Cylinders _QSA __ Cement X Specialty ·--Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block ~Concrete ___ Fireproofing __ Masonry __ Units (block or brick) __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf, Steel __ Fireproofing -, _Steel __ waterproofing __ H.S. Bolts __ Non-Destructive ___ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS '?Q0O f>$1 -> 72µa-11Vt;z QTY ~ -- -- --- -·- ---- -- -- -- -- ·------ PROJECT (Name) Lm;,0 l-;,,t,,vp (Address) l!dtU"'ado &. REPORT NO. o.s9 7oz.,s? Building Permit No."'&??-"·~------------ Plan File NO,------'---------------- Govt. Contract No.-------------- OSA or OSHPD #---,--,------------'----- Other tl'Z/tv/4-d&w. td,,r,,::,<Y·S<--6'.WV8'.: d-s MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar-AC:.IS ·(,,~(.,-0 ~ Plan & Specs _. Rinf.: W.W.F. ·3-Clearances __ Rinf.: Tendons ~ Positions Y Cone.: Mix #/psi -S z.·z./1.oci D ; _Sizes __ Cone.: Mix #/psi _Laps __ _ Cone.: Mix #/psi ___ Future Continuity #/psi _- __ Grout: Mix #/psi ~ Consolidation __ Mortar: Type/psi ___ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick __ Torque Applied _Steel __ _ H.S. Bolts ____ Metal Qecking __ Electrodes _·_ Fireproofing __ Other __ Correctiv.e action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of-our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin° ion or project control. · INSPECTOR NAME Vl,WE)c.. .? J?W-:M-'2?b:l -- (Print Clearly) INSPECTOR SIGNATURE=»~ ?~ PSI-B-900-170(2) CERT. NO. oe,eo., 1:> t ·"Bi$ Page_1_of __ _ INSPECTION REPORT CLIENT f ITTa;:, ki'\·""'!> DATE--~~~~,_-~5-f-~-------------- Architect_-a~------------------'---------~ Engineer MA-<2-·n ru INSPECTION MA T'l:. SAMPLING QTY _OSHPD ___ ·concrete Cylinder.s --__ OSA ___ Cement --'x Specialty __ Mortar Samples --__ Mechanical __ Grout Samples __ Electrical __ . Masonry Prisms --__ Roofing _. ____ Masonry Block -- -25:_Concrete __ Fireproofing __ Masonry -:-Units (block or brick) -- __ Struct Steel ___ Asphalt Concrete --__ Prestress Cone ___ Roofing --__ Pile Driving -__ Re inf. Steel --__ Fireproofing _-_Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ . Tendon (PT Strands) ---- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS Q \,/ \<:YZ ,..A LL PROJECT (Name) i-na r; _ L-A:1\1'.i'? (Address) fu.A-tl-L-<; o.c.D· c:tA REPORT NO. c:,'*"··:::ZP1 t;'l..,. -zyz Building Permit No.-&/---· -=&-----~-------'--- Plan File NO--...a-.----'-----~----'------- Govt. Contract No.""'-·----------'------ OSA or OSHPD #--------,-,---'---- MATERIAL Dl;SCRIPTION INSPECTION CHECKLIST )>.--. Rinf.: Rebar 4 i-l~ -,2,2.. C:i O _:=sPJart&Specs ___ Rinf:: W.W:F. ~ Clearances ___ Rinf.: Tendons ..2s:.. Positions . ___ Cone.: Mix #/psi ~ Sizes __ Cone.: Mix #/psi .. ~ Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi. __ Consolidation __ Mortar: Type/psi __ MortarBatching __ Units: Block .. __ Electrode Storage ___ Units: Brick -_ Torgue Applied __ Ste~! __ H.S. Bolts V __ MetalDecking. __ Electrodes __ . Fireproofing ___ Other _. _ Cor'redive action required __ __ Corrections completed T"< p;, c:.... cl LS) CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This rep_ort covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE--J...c.--...::;._;_-t--~~'----=-__,,. PSl-8-900-170(2} CERT. NO. O'e>:005 '.'?:l \ • x'i:s DATE--~'..:...c.~,_'---~.:.....s~"--,----------------- REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February·13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-277 LOCATION OF PLACEMENT C. I. P. WALLS @ VAULT #+ MAIN LAGOON PERMIT# 9-7-3248 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Fe·bruary 05, 1998 03:00 pm 6 February 06, ;J.99.8 PSI\CARLOS HERNJ:\NDEZ. SUP)?LIER SUPPLIER DELIVERY TIC::KEJ NO./JRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGG.REGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 801734 302504 NOJE:.AefLICABLEASI~.Ie.NDABD.S.UNLES.S._OlttEBWJS.EJNOJ.CAie).:.SLUMe:,c.14~:iJJ.a;AJR..@~~MeEBAI,U&E:'.la~e(~);..C4eeING;..CJ2.~.1,!1L_ ·-·-·--··-·--• ------·-·--·--.... -· - COMPRESSION TEST RESULTS · LABORATORY NUMBER 16364 16364 16364 16364 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENilFICATION AGE DATE OF, OR SET NO. (DAYS) TEST A 7 02/12/98. B 28 03/05/98 C 28 03/05/98 D 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 80000 6.00 112000 6.00 108000 6. oo· Cylinders picked up by PSI X representative. Cyi(nders delivered to PSI laboralorY, TECHNICIAN: CARLOS HERNANDEZ ' .. CYLINDER COMPRESSIVE AREA SiRENGTH (SO.IN.) (PSI) · TYPE OF BREAK 28.27 2830 Cone 28.27 3960 Cone 28.27 3820 Cone 2500 Test results comply with applicable X specifications. -~est results do not complr1} 1\, A$ cO~fO"''"' , Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., ·cITY OF CARLSBAD &:!~nal Serv'.ce?!:: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTll'IE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200~ (4)F DAVID J. AN, ;c4 DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 9:2121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 13, 1998 PROJECT: .LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-276 LOCATION OF PLACEMENT CAISSON @ F-23" @ CASTLE HII,.L . PERMIT # 98-208 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Februa~y 05; 1998 i2:30 pm 3 3/4 Febru~ry 06, 1998 PSI\CN;tLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADr,,11XTURE NELSON & SLOAN 677243 522 NO':':'.J.::E:.A~e-=ce~LU~CA~e.L~EM~a:MJ~SI~A~ND~!hB.~.t'.:DS~!.l.!~!N~LEll!~$JID:l~~E::RWl~S==El~N?~IC~A~TE::D~:s'.::~~-~:e'.· ~-~·~Al~R:'.:CO~N~TE~N-~T-~C2~3=1-9~1~b-~TE~M~PE::BA~T~U~BE::::·C'.'.:'.1~08==4-~8_6~[9;~3J;_C:".'='.AP=P~IN::'.:(l;_C~~=============-=----•••.• COMPRESSION TEST RES UL TS ASTM C39-94 SPECIMEN TEST 1. TOTAL CYLINDER LABORATORY IDENTIFICATION AGE 'DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) . 16363 A 7 02/12/98 9700.0 6.00 16363 B 28 03/05/98 129000 6.00 16363 C 28 03/05/98 .. 127000 6.00 16363 D SPECIFICATIONS 28 . REMARKS: JS. Cylinders made by PSI represent;3live. · Cylinders picked up by PSI JS. representative. Cylinders made by Architect's or Contractots representative. Cylinders delivered lo PSI laboratory. TECHNICIAN: CARLOS HERNANDEZ CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI). · TYPE OF BREAK 28.27 3430 Cone 28.27 4560 Cone 28.27 4490 Cone 3000 .. Test results comply with applicable 'X specifications. c;Nf ~i~RMS Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.b.K., CITY OF CARLSBAD a.a:IJ, fr THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSION!',L SERVICE INDUSTRIES,'INC. PSI A-200-4 (4)F D~A ,ro;, RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE· COMPRESSION TEST TESTED FOR: DATE: MR.· DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS ~UITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059·-70202-297 February 23, 1998 ··:_:· ===================::==:========================= FIELD DATA: LOCATION OF PLACEMENT NEW ENGLAND HA,RBOR #1 WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE; °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Febr1,1ary 12, 1998 03:45 pm 4 57 69 February 13, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 515 CEMENT WAT~R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST . 16395 A 7 02/19/98 16395 B 28 03/12/98 16395 C 28 ,03/12/98 16395 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTMC39-94 TOTAL CYLINb'ER LOAD -DIAMETER (LBS.) (IN.) . 830.00 6.00 114000 6'. 00 117000 6.00 . Cylinders pickep up by PSI X representative. • Cylinders delivered to PSI laboratory. TECHNICIAN: DERE~ PETERSON CYLINDER COMPRESSIVE AREA. STRENGTH (SQ. IN.) (PSI_) · TYPE OF BREAK 28.27 2940 Cone 28.27 4030 Cone 2·s .i7 4140 Cone 2500 Test results comply with·applicable \\._ ti. e.~ specifications. a \"J ~--;;J Test results do n_o_\-comply with ~01 '{'-~ ·~"·"·'"Cl::,~~ . X Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD &~~~na/ Se~;cTe Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE.INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID~-YAN, RC DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. r.u;;J ,~ Professional Service Industries, Inc. · American Engineering Division INSPECTION REPORT Page_/ of_,_ Project Name (per plans) __,L@.;o...,.,._,_,._,__,,l':"-'. A,__,_-""':,v~D.,__ ___ _.oz,:....:;.:;..:;/.-f--.:,v.=t'--'<--=-A=.::~~-r;,"""-'-. ----------------------- Inspection Date Inspector's Name PSI B-900-171 l',,.,«!>;J Environmental · .,.,,. -Ge~techn~cal •-~ Construction .. ~-!-'· .-: Page_1 __ of_ Consulting • Engineering • Testing INSPECTION REPORT 1'4AIH l.AGco,- . ; _ _ _ VA1Jt.ri. l J 2 PRO-'ECT (Name)_Lt6_____,;·0_/.AI-/_/J _____ _ CLIENT _________ _ DATE __ ()_3_-_0_,4_-___ ~-=~-- Architect ffp ~ Jnjf) IO f Engineer M AIZTJ I'/ t l>uN r-/ . (Address} { U6o oe... WcsfJAf) cA-. REPORT NO. 0 5';--:-70 UL-33; Building Permit No. __ q 7 -3Z.. 4-e, Plan File No,----,------------- Govt. Contract No.-------------- 12. .0/'-,' ' • A ,~ -OSA or .OSHPD # . Contractor. /Jel!.H l};tU)J_ VF-A..1..> · WI-( J1:et/CflOr/ LO: Other _______________ _ INSPECTION _ OSHPD _OSA _Specialty _ Mechanical _ Electrical _Roofing Lconcrete _Masonry _ Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _ Waterproofing _Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out MAT'L SAMPLING Lconcrete Cylinders _Cement _ Mortar Samples _.Grout Samples _ Masonry Prisms _ Masonry Block .-. __ Fireproofing _ Units (block or brick) _ Asphalt Concrete _ Roofing _ Reinf. Steel _ Steel _H.S.Bolts _Tendon· (PT Strands) _ Other _Other ____ _ _Other ______ _ REMARKS W /;P;../E:,S J>ftY 03 -04__;_ CJ f OtY MATERIAL DESCRIPTION ~SPECTION CHECKLIST ~-_. Rinf.: Rebar ___ . ---_____ Plan & Specs ____ _ ____ Rinf.: W.W.F. . _ Clearances-------- -· ___ Rinf.: Tendons . . I _. Positions------~- -·_ .. ·?cone.: Mix #/psi3D2$of/25ao ___ Sizes .... -------~ ./ Cone.: Mix.#/psi.?OJtre/:.:roi,u _ Laps I ---------· ____ Cone.: Mix #/psi _______ Future Continuity #/psi. __ _ ______ Grout: Mix #/psi_____ / Consolidation _____ , __ __ _· Mortar: Type/psi __ Mortar Batching _____ , ___ . _ Units: Block . _ Electrode Storage ___ _ ____ Units; Brick _ Torque Applied ____ _ _____ Steel _______ _ _____ H.S. Bolts_~---- --__ Metal Decking __ . ____ _ ______ Electrodes ____ ___,,. _ ____ Fireproofing_~---- -· __ Other __________ Corrective action required __ _ _ _________ Corrections completed __ _ -MoN t!DRJUJ PlA CEt-A.Gt-lr Of ~Mif..tre Mt~ #-302so-1 I :/-~.: 2.soo l'fl . tJl'f CAsr IN PUrce. WAU-S 'Fof. VA1J.0r 112 _OF Mlrt/11 woo>--1. ON£ s:U-Or 1 ~Jlci'.£1;£ c!,yc..,1~ 'Pee£ MAD£ • Tom-c, OP. 31 lYJJJ $/flt€/) 6Y f'A1.fl11"'1! "lk.w.r1r IJtx. lilo~ /'e,e /CMJJ', -0&1ww />llrC&1£Hr ~r ~l'/cP-€/c 141x .#-3o3oo(p. f L z. 3000 fJ1 (?5oo 111 ,R€r;u1a -. t SiJt>Wf/f!(/k-ftJ/!. pffel/}£/J 1{) ()JI£.· 4-J'1f0tt6££ M;x)_ 01'/ '5tl./f10.0W JlAtJ. (t.JP) A-r VfftJifi OP Mklt-1 l.4($QOA(, l1£.t1F1U> /£,rtF0/4.://yQ Ire&. ()r /(/ft'; . l'/!loe 7?) f'tA-CB1£/'-l'T Of f;/JIY(r£.1lt. feL, f'(A-t,JJ, fP#e. [er_ Or _ { t:olfif..£1E fyt,/l'-/P£,.e-J MA-t:>€ , '/orlfc OF 7 . . .. , ... . -..... RO. 5 CJ{PJ .JUl'lllUJ 6'( _f?A-wMA-t!: !7!AtJIIT !?IX. t/Jo# l'Gete /'fAdJ. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, a.II of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sectibns of the building codes. This report covers the locations of the·VJork inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~J /(. . &;,-A/MAt"Z /J~?rin~,,,,~~ INSPECTOR SIGNATURE &~~~ PSl·B-900-170(2) f:l!ltttt!P f/L CERT. NO.-~~-------------- DATE-,-_(!)_, _3_-0_cf-_-_;_~_;;_~-------- 1 ~ 1 Envuonmental . I G~oteclJnica.l ~ ·-~-construction Consulting • Engineering • Testing :INSPECTION REPORT CLIENT Lca?o LA-..vn DATE J-7-'tfi PROJECT (Name} Ln,o £euYD (Address} C..i4:a-\.:S i'>d:D <' ,1: REPORT NO. cl~ e, ~ t C "l.C ':l-.,.. 3t/ B Architect---------...--------__,_,. Building Permit No. __,_N.=W\.;..:.... __________ _ Plan .File No.-'-----------------, Engineer_5'.c_,172'-""'----~---""-------'----..;.. Govt. Contract No. ________________ _ CSA or OSHPD #.,.... ----------~-- Other oz1,w 1-e N i:> INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION .CHECKLIST _QSHPD ..!c:. Concrete Cylinders 4--~Rinf., Rebar ftt..lS· '=,t"V . ~ Plan & Specs _OSA __ .. Cement --_ Rinf.: W.W.F. ~ Clearances ~pecialty __ Mortar Samples --__ Rinf.: Tendons L Positions __ Mechanical ___ Grout Samples -->< Gone., Mix #/p$i :U '$ ~'ts oo _.z:::.Sizes __ Electrical __ Masonry Prisms --·--Cone.: Mix #/psr ~Laps __ Roofing . ___ Masonry Block --·-_. Cone.: Mix #/psi _ Future Continuity #/psi ~Concrete __ Fireproofing --·-_. _ Grout: Mix #/psi . _ Consolidation __ Masonry ___ Units (block or brick) ·---·-. Mortar: Typ~/psi _ Mortar Batching __ Struct Steel _. _ Asphalt Concrete __ Units: Block . _ Electrode Storage __ Prestress Cone __ Roofing -.-Units: Brick _ Torque Applied __ Pile Driving . __ .Reinf. Steel --__ Steel __ Fireproofing ___ Steel --_. H.S. Bolts __ Waterproofing __ H.S. Boits --_. _ Metal Decking __ Non-Destructive _._Tendon (PT Strands) --· _ Electrodes . __ Soils Technician __ Other --___ Fireproofing __ Batch Plant --. Other -·---. Other _ Corrective ~ction required __ __ Bolt Pull-Out _·_Other ---_ Corrections completed REMARKS PLA<.,eme:2v, 4ND e,./!4 LL 7>0 l.v t'.{2..S -,:~ . l,,) /4 s -s i ::z. 1::-; C,a,. d D 1-r ~ ,4-N D r::O . . T7f Iii[ ."D0'""Tl!i t L,. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the bt1ilding codes .. T!J_is report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. PSl·B-900-170(2) CERT. NO. Cl S f:2 C2 '9 f? I' -8 S 3-7-9 '9 DATE i? 111 't> p l •J Professional Service Industries, Inc. • . American Engineering Division INSPECTION -REPORT Page_l_of_l Project Name (per plans) __,L.=---Gl"---:.-=«o'--"'l=-A_,_._,lt"'-/,_1"'>~---------,-~------------------ Inspection Date M1tVI l-Jtl1U1~ i-27-?6 Tis ?~ ., ~,,, IL i>· :....,~ ;.["')"\ A.-, < .,· /1_/.,----r?.-;-' ,,.._., IV -±i=. <>5 ,I ::r/ < ~.\,V < .... ..,.. '-' v7-I -X ,4_--;-_ /'j,-J I A '.1 1 ·.<1 ·V Tl Aii ,,.-, ,Jr . c:r,,.,. "',I ,,-, ,, , ,., ?-,;_..,,,,c;-'7"' :<:;-;--. ;,-;-'. Dfi ~--=-~ ~ r,_C:: . c..~""'<-1 ,2.. ti T•,;Vc' ,2 i.-n-7,-: ,,~.-,,~.,,., ~~,J ,-.-~.,;-1,...-l~ <.=:.~,, . ·· --,..._,,c .:,:,-H. ,c""C"""'-..:= '<; r.>,.,.'7_1 ,..,,, r-r-n. .1":. i. . ._; ,. ,-. .,.. ;..;-(> ,Ac:_ ;-J:> t.,.t ,0 . r-L. '?, ..4,· -~i-Tl-l ,--_, I/ <,I.I,.....,-;-;:,_ 1./. _..,. 71::n-M O" v A -<L . _(•-71 ·12~/1,2_ I A ... >,·.rr.r7 r, .... ;t-;:;,.,.. -.._/, ,-':),..r i"1 f'"..:O,<::. tv,4t cs -ro ;:::,,,:.,.. - ?ou,2 r:r-J) ,-c,...? -,vi-, · ::;I"'-/ t1fJ /b 11 N.V, d z .:,# '-I. J-lo..z,·z. 4 £'; .-,,2 ;:,;A_,{_ --,-,., s-ro ':'>,2. ,a,., A~/.,-.'-c i.J;..-..-~~-,:, u<.--,1111c ::r:t=-,._ -, - () 1 .. ·-- Inspector's Name\ ) I ."'> . _) ! ' r / l \ - PSI 8-900-171 Page_1_of_, INSPECTION REPORT CLIENT fc:520 CA:&7> DATE t-29-9 ·f, Architect ______________ --'----- Engineer __________________ -'-_ INSPECTION MAT'LSAMPLING QTY __ QSHPD k Concrete Cylinders _L _QSA __ Cement -·-- ~pecialty __ Mortar Samples .. __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block "><" Concrete ___ Fireproofing -- __ Masonry __ Units (block or brick} -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -·-- __ Fireproofing __ Steel -- __ Waterproofing --. H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt P.ull-Out · __ Other -- REMARKS -\)5 m t)e-· PROJECT (Name) Lefl.-:1v c.,, «Q (Address) CfH-u.; iv+D <!A.. REPORT NO. o.:; ~· -:zc,;:_ i:,·2.. -~Lj 3 · Building Permit No,__./4'--=-e-rfu' __________ _ Plan File No, .... ·---------------- Govt. Contract No.----'-------------- . OSA or OSHPD #------------- Other_---'-'-'-----'-,------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar . .X-Plan & Specs __ Rinf.: W.W.F. _ Clearances -.-· Rinf,: Tendons _ Positions 2£_ Cone.: Mix #/psi .~«~;sou _Sizes ,_. _. Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Groµt: Mix #/psi _ Consolidation ___ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick . _ Torque Applied __ Steel __ H.S. Bolts -. _ Metal Decking __ Electrodes ,--Fireproofing __ Other _ Corrective action required __ _ Corrections completed ;µ5?6C.TZnA I Pen•/J ,')Jr-Q:) s:ro f i:) r:2.. ,q,,_, uyc:.,s .;,,J tJ 3 Sc; D€T&U-le d Z #-i./ 1-J o,:_ I? , ?vA~:2 :? L 4 c: i:o.:VV:, ec:r'::: T. <-:,.0 ,v ( k"l.. <;;,-rr:-,-, CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the-reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations ofthe work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Yi:311-<::D'-y ~o-TI.--r'YLS.:)·V'-,) CERT. NO. ________________ _ :=r: (P•rt1ntCI rty)! \), ~-·. INSPECTOR SIGNATURE-~-.c-..,_..__ ..... ----1-t-1.:f-.-~ PSl-8-900-170(2) DATE J -7-'7-2 S:!. Page_1_of_ INSPECTION REPORT CLIENT le1po l-A ,v >"> DATE I-2-~ ·· •i "6 Architect------------------~--- Engineer ___________________ _ INSPECTION MAT'LSAMPLING QTY _OSHPD ---2:!:_ Concrete -Cylinders _g_ _OSA __ Cement -->< Specialty __ Mortar Samples --__ Mechanical -. _ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block --·-.2L Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ . Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive . __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -·-- REMARKS /µ$ 'Pb---c TZO A I PROJECT (Name) Lc;z-;.;o '-4 rv :i:> (Address) l'.#:i2..L5;,nA v <:A . REPORT NO. os '9 --, 02 .:: -L -,;;2 ~/ Building Permit No .. ~A,1=,.c:;"'-------------- Plan File No,----~----------- Govt. Contract No. _____________ _ OSA or OSHPD #-------------- Other"'". _____________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ . Rinf.: Rebar . "">-' Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Rinf;: Tendons ~ Positions ·"" Cone.: Mix #/psi 5/ :$ ~ i S ~ i) ~Sizes -.-Cone.: Mix #/psi .:::...-Laps _._ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _. _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied _._Steel -.-H.S. Bolts _ Metal Decking __ Electrodes --. Fireproofing __ Other _ Corrective action required __ . _ _ Corrections completed S, 1-,.c;;-, C-2 ;2. ,'H) ~-,1 LA? :s ?c 1c. ;:r::s ~: . c < 1..-,,q &e!N<J3 ·;;, 114 ,J:> . ?,4c·ev,:z l9?Y r &:? '° C., ,"2._ D / A:<:C-, re., CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME -y t-:Q2c,"JL Y J?t;;,:TID::Lc') v c.J (Print Clearly) .\ l INSPECTOR SIGNATU~ j 1? . l2 .. 2 .. = CERT. NO. ________________ _ DATE I -2 '°")-c: .:;, PSl·B-900-170(2) ~., -I~ Professional Service ·,industries, Inc. American Engineering Division·. INSPECTION REPORT Page_Lotl_ Project Name (per plans) ___._L .... 1-...,77~a;z..i.O~L--4=JL..c...,1"""i:?'-----~--...c----------'---~--------- Inspection Date ; ' 0 ,:) Inspector's Name-+~~--:::::i:==f-"""-=~;:::::----------,---- PSI B-900-171 Page_1_of J_ INSPECTION REPORT CLIENT . L(5bo LA,v t:::. DATE ,3-t '2-f S Architect ___________ ~-....a...----- Engineer_..., . ._.o:-=-------~-------- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _QSA __ . Cement ..2::...Specialty . __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ M~sonry Block -- .>:.-Concrete __ Fireproofing -- __ Masonry __ Units (block or bric~) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing -.-steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ soils Technician __ Other -- __ Batch Plant ._._Other -·- __ Bolt Pull-Out __ Other -·-·- REMARKS SeeueL,- P'-14 L l"l:?:14 l:i't), tr: 1 N O'.l) t,J L-fhv 1) 1 '?eg._ J? A<T"Zr);> · us it--2<.,. PROJECT (Name) /....(;[po Ld:;JV:S:,. (Address) Cri:&-c.-s?. fK> CA REPORT NO. bS·9 9:0:z 0-3,,, Building Permit No . .=i-#:'""-~61<-=.<~..;.~_,_· ---------- Plan ·File No, ________________ _ Govt. Contract No.-----~------------- OSA or OSHPD #-----'---------- Other llf',,v, .L-AIV;t:;, MATERIAL DESCRIPTION INSPECTION CHECKLIST >-Rint.: Rebar A-l,IS ~& w-:t-'-I ..X.. Plan & Specs ___ Riilf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions -·-Cone.: Mix #/psi _Sizes _. -. Cone.: Mix #/psi ._Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel. _H.S,Bolts _._ Metal Decking ___ . Electrodes _. _ Fireproofing ~ Other t::'Po <,L '::1. _ Corrective action required __ ~ ,I d-('..,§L -:zcx;;o _ Corrections completed . . .... tH,::!'O A:-T 16'' o<. A:Z::: 12 s; I · l:2\::3'17l I b ';, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the:reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the .work inspected only and does ·not constitute engineering opin- ion or project control. INSPECTOR NAME Dc4-<IT.-P n77izhs0 "---,}- } ~""'°"'" A INSPECTORSIGNATURF2 -±2 J:y? S:::, ... CERT. NO. Ols§098 t-88 DATE ;1-/(2-9 i3 PSl-8·900-170(2) Page_1_ofL INSPECTION REPORT CLIENT L(!lpo ktf..v)? DATE 3 rh -9-S Architect _________ ___, __ _,_ _____ _ Contractor. Bff12.-N d L1:::>s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA __ Cement ---- ~Specialty __ Morti;\r Samples __ Mechanical __ . Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- __ Concrete ___ Fireproofing --__ Masonry ___ Units (block or brick) -- __ Struct Steel __ Asp_halt Concrete -- __ Prestress Cone __ Roofing._ -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel. -- __ Waterproofing __ H.S. Bolts . . __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other· __ Bolt Pull-Out __ Other REMARKS y-,-, ,;v l c..,>4-JUb A-px ZOO LF:: s:mc' fvo Vl su t'f::L L l-f'l9 Jc..!';, PROJECT (Name) L,zr,n LAND (Address) <½r&isr?-11:> (!A., REPORT NO. os9-7g2..-0"1--~/2 Building Permit No . ..,_"ff1-· _,/l../.:..::;.<7'11C<C~-'----------- Plan File No,--------------------- Govt. Contract No.-------------- OSA or OSHPD #------------'--- Other L.,u.,oc,N '?iumJ\,,u(.,. MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances ___ Rinf.: Tendons _ Positions. __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi -. _Laps __ --Cone.: Mix #/psi _ _ Future Continuity #/psi ___ Grout:Mix #/psi _ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units, Block I _ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel. _H:S.Bolts ·--Metal Decking . ___ Electrodes __ Fireproofing - 2-Other z~, i 2 !2-: __ Corrective action required __ "11::35. 'T'1 62. ':a _ Corrections completed t"I-T kiD?<t 7>cD?I o.c, < CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported work, unless-otherwise noted; substantially complies with approved plans, specifications and applicable sections of the building codes. This.report covers the locations of the work inspected only and does not constitute engineering opin- loa o, prnj,ot oontrnl. ~ J.,, INSPECTORNAMEU..,/P f:_ z .. s~ CERT.NO. _____________ _ ~ (Prtnt Clearly) .._____., INSPECTOR SIGNATURE YJ£>2.H2r:r (> ~s oc-J DATE 3 -1 l-9:;; PSf-8-900·170(2) - Page_1_of_ INSPECTION REPORT DATE _ _._1_-_1_,_--f-t-2 _____ _ Architect _____________________ _ Engineer __________ ~-------- INSPECTION MAT'LSAMPLING OTY _QSHPD ~ Concrete Cylinders -¥- _OSA ___ Cement -- ~Specialty __ Mortar Samples. ., -- __ Mechanical _____ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing ___ . Masonry Block --·-· Y Concrete __ Fireproofing --__ Masonry ___ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofin9 --·- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -·- __ Waterproofing · __ H.S. Bolts -·-- __ Non-Destructive ___ -_Tendon (PT Strands) --·- __ Soils Technician __ Other --__ Batch Plant __ Other --__ Bolt Pull-Out __ Other .. REMARKS Oy l;l'):2.. d: t C PROJECT (Name) k1-1r-:r0 k:1&::t::> (Address) ~ s b4?> <1A- REPORT NO. osc;;;, -2 040 "L Building Permit No. -':tt=·'-97-'-· ....,__--"-3'_..2~':t'.~2.,.___--'-____ _ Plan File No. ___________________ _ Govt. Contract No.------------------ OSA or OSHPD #--,------------ Other l!?!&;LAtvn Ynt19: 4 z MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar ,4-1,1~--d:.~ G: o ·Yp1an & Specs _ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons -2..'Positions x Cone.: Mix #/psi .103ael(.,"'Mo -;; sizes __ Cone.: Mix #/psi ·_Laps __ . Cone,: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi .2!:: Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick ._. Torque Applied ___ . Steel __ __ H.S. Bolts ___ . Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed d:(-. YA l.J S:::{ ,-P 2: .. -06.ti ~ ;15,. C:;rT: or ? 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the l9cations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ?t:m-Cf1~ j? V e,sry:,fK..A;;u-v INSPECTOR SIGNATURE ? _J'i:_"''i?&. PSI-B-900-170(2) CERT. NO. i;::,p,299 Sr -efb Page_· 1_.of_/_ INSPECTION REPORT DATE 3-/7-98 Architect 5A:S ftk:-I Engineer _ ___.'---'--'..._ ______ ---'-_---'-_____ _ Contractor. R,U-NA:12....t> S r>LPD±<ix-s INSPECTION MA T'L SAMPLING . QTY > _OSHPD ~ Concrete Cylinders --¥- _OSA __ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- '><-"Concrete __ Fireproofing --__ Masonry __ Units (block or brick) __ struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofiri1;1 --__ Pile Driving _. _ Reinf. Steel -- __ Fireproofing __ .Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician __ Qther -- __ Batch Plant __ Other. -- __ Bolt Pull-Out __ Other -·- REMARKS WA-i) !-dc:"C C I e1m-e IMYC <-rs A-z<,,:,...., PROJECT (Name) I ,:a:, n LA Nw (Address) Cet,u s c3A Z> 04 REPORT NO. c,54 -z c):z_p "Z« .,..,. :3/j s-- Building Permit No . ...,-#:i:z...-.L..~~/4"--'---------- Plan File No. _____________________ _ Govt. Contract No.----,------------ OSA or·OSHPD #~-------------- Other ,t...e-r-200 4-,) LR&o rNh Z>ac.;:;;;;. MATERIAL DESCRIPTION INSPECTION CHECKLIST .25:... Rinfa Rebar 41;;, ts -<' .. a. (-;,.u .>c-Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Rihf:: Tendons ~ Positions ___2!:... Cone.: Mix #/psi ~zz -~ oo o .i!::s::._ Sizes __ Cone.: Mix #/psi """'Laps ___ Cone.-: Mix #/psi _ Future Continuity #/psi __ Grout M_ix #/psi :><:-Consolidation ___ ._ Mortar: Type/psi _ Mortar Batching __ Units: Block _. Electrode Storage _. _ Units: Brick _ Torque Applied _Steel __ H.S. Bolts __ Metal Decking ___ Electrodes _. _ Fireproofing _ __ Other _ Corrective action required __ _._ Corrections completed S t:Z 1;,: , &4-d-f> er, '-=4:-e Sec ,1 C-(~ -J ; > < tf--t-0-17-E<..1 3 <--:z -8 ,., a 1.-<..J 2 6 B -~-, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of:the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Ycial c..;y ? Pc-rzzOLs .D-:--J _ (Print Clearly)• /\ · INSPECTOR SIGNATURE £ ..i';t.J;;J; -• . . S ::> · CERT. NO. neeceer re PATE 3=12-95 .-~~ ,_ C PSl·B-900· 170(2) ~ • ., ·1 Enllironmental ·a,Sf Geotechn~cal •-~ Construction Page_1_of j_ Consulting • Engineering • Testing INSPECTION REPO.RT CLIENT ___________ _ DATE __ Q_3_-_{~ __ --:,f_f __ _ Architect.--1,.;.#o___;fc-_, _S_'TV._D_t_O_I= _______ _ Engineer_M._~ __ J./_...,..f __ fJi_'t.J._¥_N __ . _____ _ Contractor. ~MPJ 6~-&ii11J2. f.t), INSPECTION ~AMPLING -QTY _OSHPD crete Cylinders -4:- _OSA _Qement -- _Specialty _ Mortar Samples -·- _Mechanical _ Grout Samples _Electrical _ Masonry Prisms ~oofing _ Masonry Block -- _. Fireproofing _Concrete -- _Masonry . _ Units-(block or brick) -- _Struct Steel ·-. _Asphalt Concrete _ Prestress Cone _Roofing -·- _Pile Driving _. Reinf. Steel -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts _ Non-Destructive · _Tendon (PT Strands) _Soils Technician · _Other -·- _ Batch Plant -. Other .. _Bolt Pull-Out _Other ---.. REMARKS 1l/lfl!J/J/r:f Oj--/f .-7J> PROJECT (Name) llf:60c.MO -/11Jl/llh/O (Address) / t.bSo o/Z. ~~At:? CA. > REPORT N0. _ __,,...,._0_5_'i_-~7_o ___ t_· o_z.. __ _ N!'A Building Permit No. ____ iJ......-. ________ _ Plan File No,-------------'----- Govt. Contract No.-------------- OSA orOSHPD #-----------,----- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ""'Pian & Specs -.·· Rinf.: W.W.F. _. _ Clearances · 7c'.:f.: Tendons ·_ Positions _ Cone.: Mix #/psi 5zf.:JO:i2J _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix-#/psi _ Futyre Continuity #/psi -. _ Grout:.Mix #/psi _ Consolidation _ Mortar; Type/psi -. Mortar Batching _. _ Units: Block _ Electrode Storage .-· _ Units: Brick _ Torque-Applied _Steel -. _ H.S. Bolts _ Metal Decking __ _ Electrodes . _ Fireproofing _Other _. _ Corrective action required __ ___ Corrections completed -UP€-CfAt. /l'IJP£a?ow efiDvto~ or1 Pu+C1c;P1b-tr o~ C/JlfcA€.rE Mix II= ~zz1 (J<Jr:,Js. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the build~';,9 codes. This repqrt·covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. [AR,t,l)J ~ ~M J.);i:.2- INSPECTOR NAMf ~· l}/t;f!HAt-f&f · CERT. NO. t!Nflc«/f= ff2 4pri:,;7> /~ INSPECTORSIGNATURF ~~-~-DATE-.. --.--~9~. _3_-/;.__?_,....'---,'<f ________ _ PSI-B-900-170(2) .. '/ • , y Page-,Lof_/_ -INSPECTION REPORT CLIENT L.t;r;,;;o L."1 NT> DATE 3 ·Z--3 -9 % Architect ________________ -'----- Engineer _ ___,.,., ... ·_-.....,,o.._ ___ ~----,---------- Contractor. fi fDZ.-rv"" a i'>:5 INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement >< Specialty ___ Mortar Samples __ Mechanical _._Grout Samples -- __ Electrical __ Masonry Prisms -·- __ Roofing ___ Masonry Block --__ concrete ___ . Fireproofing --__ Masonry ___ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ $tee! --__ Waterproofing __ HS.Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS {Y) l:':'?"219 ,v lt'L MIi\;/ LA/VD. l,,O .J>s;J: Ttl 12-ou e,. tt qi.A T PROJECT (Name) kii1?P L dN t> (Address) Crl:R.-t c., ~ A D CA. REPORT NO. o--,«J -::z o LO"L. Building Permit No.-,.=.. AJ-=·...._._ ___________ _ Plan File No, _______________ _ Govt. Contract No.------------'----- OSA or OSHPD #-----------'-------'-- · Other n11t'.J\ .LAND MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Ri.nf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Contint.!ity #/psi __ Grout: Mix .#/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching -:-Units: Block ._ Electrode Storage __ Units: Brick _ Torque Applied ____ steel __ H.S. Bolts __ Metal Deck\ng __ EIElctrodes ·---Fireproofing >-Other Tu~ G:52: _ Corrective.action required __ ~I]t,...Jb. _ Corrections completed 0@-.A 1 n, , i?-c-nv, A,, 9',,,J • , , -r ll'V\. G" 3? L1")2;.i !0-D I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all.of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF =:v(;,-72-:tfU.:. °? Y&7J'ffl-$0 f'Y ''"'""'"" ~ INSPECTOR SIGNATURE =:v-A J?,, :? ~ PSl·B-900-170(2) . CERT. NO. e,__ Q. (_ DATE--~-_2-'3 -98 Page_1_of _/_ INSPECTION REPORT CLIENT tmr20 LA,vb DATE ;,.,..z.s-z~ Architect _________________ _ Engineer_~~ro~----------------- INSPECTION MAT'LSAMPLING QTY __ QSHPD __ . Concrete Cylinders _QSA __ Cement ~ Specialty __ Mortar Samples --- __ Mechanical __ Grout Samples ' ' __ Electrical ___ Masonry Prisms --__ Roofing _____ Masonry Block -·--. __ concrete ___ Fireproofing --__ Masonry __ Units (block or brick) __ Struct Steel _. _ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing _. _Steel -- __ Waterproofing __ H.S. Bolts --· __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other. -- REMARKS /77,:ss, a<'=" SOuTI:f TO CaNDNYf, OV<:DZ.: tvtc~ Hr PROJECT (Name) 1/47,o l-t1tv1"> (Address) d:tt,t.cs ,?,a I> tA4, REPORT NO. c-,s cz -:z oz. o ,._, -?J,3 / ll'. Building Permit No._...,N""'a,n'-'------------- Plan File No,--'--------'-'------------ Govt. Contract No.--------------- OSA or OSHPD #----,----------- Other lll1&1 LAtVl> 8-<£5€,, , 12.. w' MATERIAL DESCRIPTION INSPECTION· CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. __ Clearances __ Rinf.: Tendons _ Positions · ___ Cone.: Mix #/psi __ Sizes _. _._ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation _ Mortar: type/psi -. Mortar Batching __ Units: !:}lock _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ ._ H.S. Bolts ___ Metal Decking __ Electroges ___ Fireproofing >< Other ?~:ss u a. ,,;-__ Corrective action required __ r~r:i rv<.::>. _ Corrections completed qf: our th4uL-r .:pf I ,&;r I 2.'00 l>rl"-&:r 7?f/Z.OUGI( ovr; . rHt:z 1::>t9 Y, Tb:3rltY b ' " CERTIFICATION OF COMPLIANCE: To·the best of-our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-.i,.~.......::--1-JJ-,,.,..._~--?"""~~ PSl·B-900-170(2) CERT. NO. _______________ _ PATE . J ~}-$-9':3 Page_1_of_/_ INSPECTION REPORT CLIENT kt&o LA&t) DATE 2-?-'2-f fl Architect _________________ _ Engineer ___________________ ...._ __ INSPECTION MA T'L SAMPLING. QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement .k.. Specialty __ M9rtar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete -.-Fireproofing --__ Masonry __ Units {block or brick) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts --__ Non-Destructive -. _Tendon (PT Strands) --__ Soils Technician _._Other -- __ Batch Plant __ Other --__ Bolt Pull-Out __ Other. -- REMARKS (Y)1S$tt261 /VI <;,t(T. OF: Ar X" 5J>s J 7P &r: GO ,-::.-s:, SO vf TH; B IO k IL lsr'J:'.L. &T 3:ooe,- PROJECT '(Name) . L67:zu l.14/VJ) (Address) fl!},2_1.,-'"BM /14, Rl:PORTNO. c?s9-7020::r _, Lj:3;:i.. Building Permit No. _A..,l=r-,m"-'-------------- Plan File No,-------------"-------- Govt. Contract No.----------------- OSA ~r 0$HPD #-----'--------- Other 4J,,y, 4-f?tvP Hl-L.r5S(ft2-<~. TZ1"'§!1'JV(-, MATERIAL DESCRIPTION INSPECTION CHECKLIST _. -: Rinf.: Rebar _ Plan & Specs __ . Rinf.: W.W.F. __ Clearances __ Rinf.:Tendons _ Positions -. _ Cone.: Mix #/psi _Sizes __ Cone.: Mix#/psi _Laps ·_. _. _ Cone.: Mix #/psi . _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolid.ation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _H.S.Bolts __ Metal Decking · __ · Electrodes _,_ Fireproofing ><Other ?~~S1..\ O-ci£: _ Corrective action required __ T'=i'"'i.I] ,ulo. -. Corrections completed k':~l;;/7S CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers th~ locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE__,Jtt:.---_,:;....j....J.___,.J.µ::::;.._--,---- ps1-s-soo-110(2) CERT. NO. _______________ _ DATE _3-2G -f12 Page_1_of ..L. INSPECTION REPORT CLIENT /.4reo YND DATE 3-2-7-98 Architect _________________ _ Contractor. Btn2-/f.l Fl t2-'bs "i3Lo TT-/ &7<:... s INSPECTION MAT'LSAMPLING QTY __ QSHPD ...K.. Concrete Cylinders ...!i.._ _QSA ___ Cement -- _kSpecialty ___ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --_2::.Concrete __ ·Fireproofing __ Masonry __ Units (block-or brick) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone ___ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --·-__ Waterproofing __ H.S. Bolts --· _. _ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -·- __ Batch Plant ___ Other --·- __ Bolt Pull-Out __ Other . . . REMARKS ,?ooo ,">:>, 4..itm c-r:: -Cd QZ'." PROJECT (Name) L-m:-;'D 41,vD _ (Address) Q4PI 4 "l:$111> (;A, REPORT NO. t:JSc, • 702..0 '" Building Permit No. _./¼--=.-11 ......... _~---------- Plan File No·------------~---- Govt. Contract No.-----------~-- OSA or OSHPD #--------------- Other LAoooru ?,O tJ ,>, Nv MATERIAL DESCRIPTION INSPECTION CHECKLIST ..k... Rinf.: Rebar t1t!IS -:-. ~&ab2 ~ Plan & Specs __ . Rinf.; W.W.F. 2S.-Clearances ___ . Rinf.:. Tendons ~ Positions x_ Gone.: Mix #/psi '52, · ~coo ..:::!s::. Sizes _ Cone.: Mix #/psi ~laps __ Cone.: Mix #(psi _ Future Continuity #/psi _. _ Grout: Mix #/psi ..,s:_ Consolidation _. -. Mortar: Type/psi -. Mortar Batching __ Units: Block . _ Electrode Storage _ Units: Brick _ Torque Applied __ Steel _H.S.Bolts __ Metal Decking -----· Electrodes __ . Fireproofing . _Other __ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. :22 . ;::, INSPECTOR NAMF ~m c£J<:.. 2 I tVi·{>v;!:JcJ (PrtntClear1y) L INSPECTOR SIGNATUR~....,,.;/:;2 2~. PSl·B-900-170(2) CERT.NO. o~so2e1-ss REPORT OF CONCREl"E COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD·, CALIFORNIA CARLSBAD, CA 92008 DATE: March 03, 1998 OUR REPORT NO.; 05·9-70202-332 FIELD DATA: LOCATION OF PLACEMENT MINILAND WALLS @ NEW YORK DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Febr~ary 21, 1998 02:00 pm 4 60 69 March 02; 1998 PSI\DEREK PE~ERSON NELSON & SLOAN SUPPLll;R DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATl;R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED·SLUMP~~a;.AULCQNTENT· C231-91b· TEMPERATURE· C1064-86(93}· CAPPING· 01231.93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16438 A 9 16438 B 28 16438 C 28 16438 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) . 03/02/98 83.000 6.00 03/21/98 123009 6.00 03/21/98 123000 6.00 CYLINDER COMPRESSiVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 29/4,0 28.27 4350 28.27 4350 2500 NELSON & SLOAN 515 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made by PSI represenialive. Cylinders picked up by PSI X _ representalive. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. _ Cylinders delivered to PSI laboralory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF GARL$BAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROfESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 03, 1998 OUR REPORT NO.: 059-70202-331 FIELD DATA: LOCATION OF PLACEMENT MINILAND WALLS @ SAN FRANCISCO CALIFORNIA DATE PLACED TIME SLUMP, IN. AIR CONTENT, % February 19, 1998 02 :30 pm 4 AIR TEMPERATURE, °F 61 CONCRETETEMPERATURE, °F 69 DATE RECEIVED IN LAB March 02, 1998 FIELD DATA SUBMITTED BY l?SI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NlJMBER AND·PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 515 NOTE· APPLICAeLEMIM.SIANDABD.il!Nl.E®~SE INPICAJEP·SLUMP· C143·9Da· A18 CQN_TENT· C231-91b·.IEMj'ERATURE· C1Q64-86f93l· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16437 A 11 16437 B 28 16437 C 28 16437 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) ·- 03/02/98 74000 6.00 03/19/98 103000 6.00 03/19/98 104000 6.00 - CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:) (PSI) TYPE OF BREAK 28.27 2620 Cone 28.27 3640 Cone 28.27 3680 Cone 2500 REMARKS: X Cylinders made by PSI representalive. Cylinders picked up by PSI X representalive. · X Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representalive. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON cc: LEGOLAND { 4) , BERNARD BROTHERS, IL O. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4JF Respectfully submitted, s-=:tiona/S:i~c. DAVID • YAN,~!# DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 03, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OURREPQRT NO.: 059-70202-334 LOCATION OF PLACEMENT MINILAND BRIDGE FOOTINGS -MIDSPAN DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 21, 1998 1.0:00 am 3 4/4 60 62 March 02, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 679943 522 f'IQIE:.Aefl.lCAl1LE.AlUM STANDARDS UNLESS QTHERWJSE IN£?!CAIED· S~VMP:~· AIR CONTENT· C::231-~l_b' TEMPERATURE• C1064-86{93l· CA,PPIN'G· 01231-93 COMP'RESSION TEST RES UL TS: ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS), TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16440 A 9 03/02/98 91000 6.00 28.27 3220 Cone 16440 B 28 03/21/98 134000 -6. 00 28.27 4740 Cone 16440 C 28 03/2·1/98 135000 6.00 ~8.27 4780 Cone 16440 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. · · Test results comply with applicable X specifications. Cylinders made by Architect's or Conlracto(s represe·ntative. Test results do not comply wilh Cylinders delivered t9 PSI.laboratory. applicable specificalions. ALL CYLINDERS CAPPED IN ACCORDANCE WITIL AS'l'McuN r OR\ \i,;:, TECHNICIAN: ROLAND ROOT Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~"~na/ Se~ic~e Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F DAVID J YAN, RC DISTRI ·' MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATT~E LEGOLAND ESTATES INC 5600 AVENIDA ~NCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 13, 199.8 REVISION #1 OUR REPORT NO.: 059-70202-358 FIELD DATA: LOCATIONOFPLACEMENT C.I.P. SUSPENDED SLABS (LID) FOR VAULT #1 @ MAIN LAGOON DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 04, 1998 05:30 pm 4 .3/4 AIR TEMPERATURE, °F 60 CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB March 05, 1998 FIELDDATASUBMITTEDBY PSI\CARLOS HERNAND:E:Z MIXDATASUBMITTEDBY PALOMAR TRANSIT MIX - SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 806102 303006 NOTE· APPLICAa!..E.ASIM..S.Te.ND.ABD~uw.ES.S OTHERWISE INDICATE~ C:,l13·9Qa· AIR CO!ffENT· qm-s1b· TEMPEBAJ;I./BE· C1064-88193l:.QAPPING;.fil23~ LABORATORY NUMBER 16497 16497 16497 16497 SPECIFICATIONS REMARKS: COMPRESSION TEST RESlJLTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/11/98 B 7 03/11/98 C 28 ·04/01/98 D 28 04/01/98 2.8 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative, · ASTM C39-94 TOTAL CYLINDER LOAD -DIAMETER (LBS.) (IN.) 70000 6.00 72000 6.00 97000 6.00 103.000 6.00 Cylinders picked up by PSI X represenlative. Cylinders delivered to PSI laboratory; CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF-BREAK . 28.27 2480 Cone 28.27 2550 Cone 28.27. 3430 Cone 28.27 3640 Cone ALL CYLINDER$ CAPPED IN ACCORDA;NCE WITH ASTM C61 7-94 •. TECHNICIAN: CARLOS HERNAND~Z cc: LEGOLAND (4), BERNARD BROTHERS, u.o.K., CITY ·OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTiRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professiqnal Service Industries, Inc. &~(J-1, {fr· D~./ YAN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ~STATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 12, 1998 PROJECT: LEGOLAJID THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORTNO.: 059-70202-357 LOCATION OF PLACEMENT C. I . P. WAL;LS AND COULMNS FOR MINILAND BRIDGE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 03·, J.998 02 :35 pm 4 1/4 AIR TEMPERATURE, °F 62 CONCRETETEMPERATURE, °F 68 DATE RECEIVED IN LAB Mar.ch 04 , 19 9 8 FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSiON TEST RESULTS ASTMC39-94 NELSON & SLOAN 681696 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 16475 16475 16475 16475 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/10/98 B 28 03/3i/98 C 28 03/31/98 D 28 · X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 51000 96000 93000 Cylinders picked up by PSI X representative. . (IN.) 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. AREA STRENGTH ($O.\N.) (PSI) TYPE OF BREAK 28 . .27 1800 Cone 28.27 3400 Cone 28.27 3290 Cone 3000 X Test results comply with applicable specifications. ~ Testresultsdon.o~tyC oo a 15 7-DAY BREAK BELOW 70% SPECIFICATION REQUIREME~T CAP 28-DAY BREAKS CO\~, "'"' TECHNICIAN: CARLOS HERNANDEZ Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD 5-;;;;:}eryi~e ln7r1_:::: DAVID J. I:, R;E t THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200·4 {4)F DISTRICT=GER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION' TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC. 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ~2008 March 17, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059_-70202-382 LOCATION OF PLACEMENT C. I. P. WALLS @ VAULT #2 Mti,IN LAGOON DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 04, 1.9 98 02:20 pm 3 1/2 63 68 Ma:i;-ch 05, 1998 PSI\C~LOS HERNANDEZ PALOMAR TRANSI1 MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX 806049 302504 NQ.IE:.Aeel.lCABLE ASTM STANDARDS UNLESS_OJl:!5BWIS.EJl'l121QAIEP:.SJ.~· AIR CONTENT· C231-9WTEMPERATiJRE· C1064-86{93l· CAPPING· C1231-il3 COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16496 A 7 .03/11/98 16496 B 28 04/01/98 · 16496 C 28 04/01/98 16496 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represenlative. Cylinders made by Architect's or Contractor's representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS:)· .(IN.) 73000 6.00 1.00000 6.00 101000 6.00 Cylinders·picked up by PSI X representative. . Cylinders delivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO. IN.) (PSI) TYPE OF BREAK 28.27 2580 Cone 28.27 3540 Cone 28.27 3570 Cone fOR 2500 Test results comply with applicable X specificalions. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARL.OS HERNANDEZ cc: LEGOLAND ( 4) , BERNARD BROTHERS, :EL O. K. , CITY OF' CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY. NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~ssiq.nal Service Industries, Inc. D~"-~ DAVID J. , R~E tJ DISTRICT AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COIVIPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 March 26, 1998 PROJECT: LEGOLANP THEME PARK CAR.LSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-417 LOCATION OF PLACEMENT MINILAND LAGOON LOADING DOCK FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 17, i998 02:00 am 4 62 71 Ma:i:-ch 18, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 572 COMPRESSION TEST RES UL TS ASTMC39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) Tf,':ST 16633 A 7 03/24/98 16633 B 28 04/14/98 16633 C 28 04/14/9'8 16633 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative: Cylinders made by Ar~hitect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 63000 6.00 .. .. Cylinders picked up by PSI X representative. · Cylinders delivered to PSI laboratory. CYLINDER . COMPRESSIVE AREA STRENGTH . TYPE OF BREAK (SO. I_N.) (PSI) 2·8. 27. 2230 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHER$, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE · CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICI': INDUSTRIES, INC. . cJy;::Jtc"iries, Inc. DAVID J. f ! R•iy--- DISTRICT ~;ER, PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455·0544 • Fax 619/455·1170 REPORT OF CONCRETE COMPRESSION. TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA ·ouR REPORT NO.: 0.59-70202-416 LOCATION OF PLACEMENT MINILAND LA<;3OON VAULT #2 TOP DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 17, .1998. 02:10 pm 5 62 77 March 18, 1~98 PSI\DEREK PETERSON PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER. FINE AGGREGATE COARSE AGGREGATE ADMIXTl,JRE COMPRESSION TEST Rl:SULTS ASTM C39-94 -- PALOMAR TRANSIT MIX 303006 SPECIMEN TEST TOTAL CYLINDER CYLINDER C~~;:JJJ~VE LABORATORY IDENTIFICATION AGE DATE·OF LOAD DIAMETER · AREA NUMBER OR SET NO. (DAYS) TEST 16634 A 7 03/24/98 16634 B 28 04/14/98 16634 C 28 04/14/98 16634 D SPECIFICATIONS 28 REMARKS: -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative .. (LflS.) 68000 . ' Cylinders picke,I up by PSI . X representative. (IN.) 6.00 Cylinders delivered to psi laboratory. (SQ. IN) (PSI) TYPE OF BREAK 28.27 2410 Cone 2500 Test results comply with applicable specifications. Test results-do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE; INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200·4 (4)F Respectfully submitted, r;;Ja/ S~e~ice Industries, Inc. ~:~,CE. DISTRIC-0'~ R Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite .E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202:..425 LOCATION OF PLACEMENT RADIUS WALL (RETAINING) FOOTING @ SOUTH SIDE OF LAGOON @ MINILAND DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 19, 1998 02:45 pm 3 Mar9J;i 20_, 1998 PSI\CARLOp HERNANDEZ NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 68'5658 522 COMPRl;SSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16613 A .7 03/26/98 16613 B 28 04/16/98 16613 C 28 04/16/98 16613 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's-or Conlracto(s representative. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 77000 6.00 ·cylinders picked up by PSI X repr~sentalive. · Cylinders delivered lo PSI laboratory. CYLINDER C~¥tfJJJJiVE AREA (SQ.IN.) (PSI) TYPE OF BREAK . 28 .27 2720 Cone 3000 Test results comply with applicable specifications. Test results do not comply with -applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT· BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, <jl!i:J:•7c• ndustries, Inc. DAVID J. RYAN, RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Professional Service Industries, Inc. American Engineering Division· INSPECTION REPORT Page_L_of_j_ Project Name (per plans) ____,L......,_;rr,........, .. '""o"--..,,,L=t1..L..l.>N ...... D<.,,,<-.-------------'------~-~----------- Inspection Date Inspector's Name~~~~~==~~;;i~:;:::::=..--'---------'-'- PS1 8-900-171 •,t I -z- Page_1_of_} INSPECTION REPORT DATE /-7-£6 Architect----------,-,--------------'- Engineer _______________ ~--,-c-.-- Contractor °6612-tYA:12. ,;;...:. fu,~ ,.::n s INSPECTION MAT'LSAMPLING QTY __ QSHPD .>< Concrete Cylinders _1L_ _QSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical _ .. _ Masonry Prisms --__ Roofing __ Masonry Block -- Kconcrete __ Fireproofing --__ Masonry __ Units (block or brick). -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --·-__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel .. __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ___ Other __ Bolt Pull-Out __ Other. -- REMARKS ff71p1 k4NJ:> {c, fll./rOG1/Y1 A) .-;::, I o PLF?Y,C.l<- ,4-, /tvo OF ~-0(1/J-. -:;t I PROJECT (Name) /,t,TT;;,Q LA-Ni:> (Address) eerz.,sa&:o Ca REPORT NO. 0Sq-7c,2c"'L -/2'7 Building Permit No. -'ij.'-i,C-1//l:..!...L-__________ _ Plan File No, ___ ...,_.----------~-- Govt. Contract No.-----------~----- OSA or OSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar X Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons ~ _ Positions x Cone.: Mix #/psi S$ I. 5'o-P _Sizes ' __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi· _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H,S. Bolts __ Metal Decking _ Electrodes __ Fireproofing __ Other _ Corrective action required ____ _ Corrections completed mnc ::d 61.S ., Nc~m f::"N1 If P/f. 20-2.<: ?SJ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of'the reported worl<, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE -9--=-"""""...l.:--+---.:c.,..-...-.::;..--;;::;===-- PsI-s-soo-17o(2J CERT. NO. __________ ,_ ____ _ DATE \ -]-1 g Professional Service Industries, Inc. American Engineering Division · Page_l_of _f_ INSPECTION REPORT Project Name (per plans)--'-Le.-CiGt,~"'~o..L-...!,l"",1=11/~b~------"---------------------- Inspection Date Inspector's Name--'-~L......:'-1-~'--------c""""'-"-'-"<-----=---.--~ PSI B-900-171 l · · •J · Professional Service Industries, Inc. . • Americ~n Engineering Division Page_i_of_t_ INSPECTION REPORT Project Name (per plans)-""L..,.;e:n:;I...J,,:a-2 .... 0~. ___.,,,L:..c,4:r.,N'-""'-'-/:::,=----~---------'-,------------------ Inspection Date i-'i-98 - -I.I . ..,,, .A-- Inspector's Name-J,C...-a-____l1.---,-~-=e::::...,__~-:::?"',.,._-----'---- Ps1 B-900-171 c> -S 7 C t!,.-IC Professional Service ·industries, Inc. Amerioan Engineering Division INSPECTION. REPORT Page...:Lof_/ Project Name (per plans)--ct~-6C~..,.,,,o.L.-='-:c£c1-'-'j\.,,'=-.!D'""----------'-'-------,----------------- Inspection Date 3 i.l..f € -l T-Z.... :..o --_i tU GS .,;: L, l.\. yv, t:, -Y ' 0 ., /l -c -r) AU L-T ¾ SL\,,,,,\V'V\ i:;,,_ L-II • t} C .:, -ft -(;,Q ,, -• -0 Inspector's Name-1-,,~-~....i,...-1-:::.,...,,,=-+--¼~-__::--......l.---'~---- Ps1 B-900-171 Page_1_of_l_ INSPECTION REPORT CLIENT l.6t.20 L:4 ND DATE I -2.Y--li 6 Architect _________________ _ Engineer ____________ ........._ __ .......... ___ _ INSPECTION · MAT'L SAMPLING QTY _OSHPD ¥ Concrete Cylinders --1i- _OSA __ . Cement -- _2:'.'..Specialty __ Mortar Samples . -- __ Mechanical __ Grout Sc;1mples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- ..2C.Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) . __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing ·-- __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing ___ H.S. Bolts --·-· __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other. REMARKS Wftb<... 1/V 0R&s::,Lvcro 1:t5T. , , S'C....V\."""'-?.; '-/,.,. C,rr ,u s?<U--1:Pt<- PROJECT (Name) t ,r;z.,,o l,pv'i:;) (Address) &lfJ..,SB4 C> CA, REPORT NO. os e; · 70 2 ° ~ -;?J8 Building Permit No. --1-JAe'.'4-~::z._----------- Plan File No, _______________ _ Govt. Contr~ct No.---'-------------- OSA or OSHPD #-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _. _ Rinf.: Rebar . ><' Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions _._ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _._ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi . _ Consolidation -. _ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts .. __ __ Metal Pecking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed Ne:t.saN <' 4::<-J F:ot?--tV t «'4: · · S: <SZ T1 Q H QS:--M fNI ceR11F1cA11ON OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAM;J25R-ffJL ~ \./l7TI;,'2:4,;) ·tv. (Print Clearty) l ) -... ---' ---,) '') ·,, INSPECTOR SIGNATURI= )2--< \ =G .. \~ ;;i -~~,;::) PSI-B-900-170(2) CERT. NO. ________________ _ DATE __ )~.e:-~. ~'2..~--~~-----:iS_"b~----------,-- l ;/ lnfonnation • .ToBuildOn Page_1_of _J_ Ertgineering • Consulting • Testing INSPECTION REPORT cuENT Le J t:2 DATE /(J-5(2 --,<7 . Architect __ ---,7~ff_,__.OO&..C;L ____ -----~ .:.;; Engineer ___ /rl_.'--'-...,d=--.P-2-"""--=-· -+----·-,_ ... -__ ----- Contractor._,.... ___ h __ ""-'/3 ....... '--"C~-------~- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty -__ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- _lL Concrete __ Fireproofing ----__ Masonry __ Units (block or brick) __ Struct Steel _-_ Asphalt Concrete -- __ Prestress Cone __ Roofing --- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel ---- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ .Tendon (PT Strands) -- __ Soils_ Technician __ Other --- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- PROJECT (Name)""""'/4"--·-· ~/""""'o___..._/4_Ld ______ -__ (Address>~----------...,,_ ~>+-)~C ) REPORT NO. 7c, Z, 0'2, --;9d',Z Building Permit No. _____________ _ Plan File No. _______________ _ Govt. Contract No.-~------------- ·OSA-or OSfiPD # Other£,~ MATERIAL DESCRIPTION INSPECTION CHECKLIST L-Rinf.: RebarM7-A'-t S-_;_ ,<plan & Specs _ Rinf.: W.W.F. _· Clearances _ Rinf.: Tendons ~ositions __ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi .¼Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ --·Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block . _ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel __ H.S. Bolts _ Metal Decking ___ Electrodes __ _ Fireproofing __ Other . _ Corrective action required __ .. _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations.of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMF ")) ~"1( (2~"'£12 INSPECTOR SIGNATURE" :b~7~ ~r PSI-B-900-170(2) -•. I -, i CERT. N0._3,L.£.L...:!!;.'./_.!?~Z~---S.wl>~~--=-J.:;._~...:...'l __ _ DAT~-=-,-,...,.,.._.,/....,.--=-Q_-_3~tJ------=-9-''if>"------- l iiJ Information • .. ToBuildOn Page_1_of _/_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT __ (/46 __ 0 ____ _ DAT...-E _ _._./(_,..a;_2;_7,_9'_,._f __ PROJECT (Name) l#oUfN'O (Address) bf60W {i)de/£ {}/µt)/?,. &,e~JP,4-£) ( CA. I Architect_l ___ 1~_0 __ /<_~ __ S_Ti._V._f/J_I_O;;_. _C._t? ____ -;-- REPORT N0._--=-(}..;..5.....:9_-_7 ___ 0_2,0_z... __ Building Permit No. _____ C,~8__.9~ct'~-~3~'6~Z/~--- Plan File No, ________________ _ Govt. Contract No. _________________ _ Contractor.___._r.8'--tlZN. __ ',4-,eP..____~"---~-~--_J'---'-. ___ _ OSAor OSHPD #-.,-------------- Other ______________ -,--___ _ INSPECTION M2; SAMPLING. °!! MATERIAL DESCRIPTION ~SPECTION CHECKLIST _OSHPD _. Conc(ete Cylinders _ Rinf.: Rebar . . _ Plan & Specs · _OSA _·_Cement _ Rinf.: W.W.F. _ Clearances --- _Specialty _ Mortar Samples --._ Rinf.: Tendons . I _ Positions _ Mechanical _ Grout Samples Lconc.: Mix #/psi 3J11'7 :!>Olb _Sizes _Electrical _ Masonry Prisms _. Cone.: Mix #/psi 1 _Laps _Roofing _ Masonry Block -·-.-. Cone.: Mix #/psi _ Future Continuity #/psi- Lconcrete _ Fireproofing _ Grout: Mix #/psi ~Consolidation _Masonry _ Units (block or brick) -·-.---Mortar: Type/psi _ Mortar Batching _Struct Steel _ Asphalt Concre!e _._. Units: Block _ Electrode Storage _ Prestress Cone _Roofing _ Units: Brick _ Torque Applied _Pile Driving _ Reinf. Steel --_Steel _ Fireproofing ___ Steel ___ H.S. Bolts _Waterproofing _H.S.Bolts --_ Metal Decking _ Non-Destructive _. Tendon (PT Strands) _ Electrodes _Soils Technician __ Other _ Fireproofing _ Batch Plant _Other --_Other _ Corrective action required __ _ Bolt Pull-Out -. Other --_ Corrections completed .. - REMARKS fR./0/fY f/-Z7-"/f -dP&C/l+t,,, /NJPeet?tJrl /1,R.Otli.{)IUJ c}rf ~~ Jb..lr 7· 17 .,CA-ff .f{)AJ s C '? '-c" ¢) A-r t,A-G()QN cp UlbU.£. {¼JoPf A-r · '1 ( B, ~ J -~, f, If ) , 5 (b, C ~. F) 7 ( 8, C j £, P) , r r , . • J J I J r -> ~/ /)~ 1 ClJHC1?£?7£ CJtl/1--//Jlb/2d MMe. FoR eDM/'fi.£J"J/(Jl-j !Edr-To171l o,e. f(AJJJ. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans, · specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~J /2, ~~Z. INSPECTORSIGNATURE ~~ PSI-B-900-170(2) CERT. NO.____,f_g'-"'--'-'~-~-'---'-'/Z-~"--if'_z. ____ _ DATE---=-·//::.._~_Z__:_7_-.:_ff:=,__ ______ _ Page_1_of_ INSPECTION REPORT CLIENT t£(-,O 1.-AA..(b DATE t. 3~ yg PROJECT (Name) L,:-,'s?o l.-!'lAJ b (Address) C~u?<.s ~di> C4· REPORT NO. OS?-202.,;:n.., -&$'2- Architect_=..,......._ ___ --'--------------Building Permit No ...... ",;-=-/4'-'--'------------- Plan File No,--'-~------------- Engineer t12ll?V1-J Contractor. fie?2-1Y!"l .e.1>:, INSPECTION _QSHPD __ OSA _2!:....Specialty __ Mechanical __ Electrical __ Roofing --2:_ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'L SAMPLING __ Concrete Cylinders _._Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing· .--Units (block or brick) ___ Asphalt Concrete __ . Roofing .--Reinf. Steel __ Steel __ H.S. Bolts . __ Tendon(PT Strands) · __ Other .--Other __ Other l;?AS Govt. Contract No.-------------- · osA or OSHPD #--~---------- Other M,,y, L&N/2 QTY' MATERIAL DESCRIPTION INSPECTION CHECKLIST ·-2S:.. Rinf.: Rebar ea~i~. ''a{LbQ _;:,._ Plan & Specs --_ Rinf.: W.W.F. ..;.,; Clearances --__ .Rinf.: Tendons ~ Positions --__ Cone,: Mix #/psi ~Sizes __ Cone.: Mix #/psi ~Laps --___ Cone.: Mix #/psi _. Future Continuity #/psi --__ Grout: Mix #/psi _ Consolidation -.-Mortar: Type/psi -. Mortar Batching ·--Units: Block _ Electrode Storage --__ Units: Brick _ Torque Applied --__ Steel --_._ H.S. Bolts .. __ Metal Decking _. _ Electrodes ---·-. Fireproofing --__ Other _ Corrective action required __ --_ Corrections completed ) CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unles.s otherwise noted, substantially compli~s with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME= ::::Dmt..07'-J: · Pl."i"Il:DL'::a~c,,,:;:i (Print Clearly) ·f\.. INSPECTORSIGNATURl=~_ .... J y .Y~ PSl·B-900-170(2) Page_1_of_ INSPECTION. REPORT CLIENT -L i.flco r /\Wt> 'DATE G;,-'j -9 ~ Architect_~~--,.------------------ Engineer MA:xLTI u INSPECTION MAT'l. SAMPLING QTY _ OSHPD >r Concrete Cylinders ~ _OSA _· _Cement --..x_ Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --....':IC..Concrete ___ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing -:- __ Pile Driving ___ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts --__ Non-Destructive ___ Tendon (PT Strands) --__ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ----- REMARKS A:t :0V'Vlff"::> "J 01\ J ts-' PROJECT (Name) · l ,.:;:r,,o Lt'\:&'.\) (Address) C+b4-$ ~:M) REPORT NO. <2$t)-,QLc1. Building Permit No. -"'-'Na.,'f'"'"A...._--'----------- Plan File NO,--,----'------------. Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other t'.11 , N , L:fh..? o MATERIAL DESCRIPTION INSPECTION CHECKLIST -3::.. Rinf.: Rebar A~!'? -~.2.~. :> _ ~ Plan & Specs __ Rinf.: W.W:F. ....2L Clearances ___ Rinf.: Tendons ~ Positions . X Cone.: Mix #/psi 3'2QQ Sizes __ Cone.:. Mix #/psi _Laps __ Cone,: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi >< Consolidation ____ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Stgrage __ Units: Brick _ Torque Applied __ Steel ____ H.S. Bolts ._. _ Metal Decking __ __ Electrodes __ Fireproofing ___ Other-_ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all ofthe reportedwork, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building-codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. _______________ _ PSI-B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT LakP (,A.IV'> DATE le-m -2S Architect_ ..... lfO'"""""'I(=------------------------ Engineer mA,e,..TZN Contractor. &:r;J.Nda Z:-s ~ INSPECTION MAT'L SAMPLING QTY __ QSHPD ~ Concrete-Cylinc;lers ~ _OSA __ Cement --->< Specialty ___ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- .X.... Concrete __ Fireproofing --- __ Masonry __ Units (block or brick) --__ struct Steel __ Asphalt Concrete __ Prestress Cone ___ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --__ waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) --__ $oils Technician _._Other --__ Batch Plant __ Other ---- __ Bolt Pull-Out __ -Other ' --- REMARKS At--so PROJECT (Name)_L.8::> __ o_L,,, ____ -_Q..___,--__ _ (Address) /¼LL,:,fYU> &1 REPORT NO. 0$2·Zac:o~ .Building Permit No . .a..'Yff----------------- Plan File No,---------''--------------- Govt. Contract No.----------------- OSA or OSHPD #----"----------- Other @,v1w4,,, .. ,l> Y:60b,v $"~ ,-y?,A:;,A:r424 J:TCJ • MAT-l;RIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar 14(;.l"S -~ f. v _ ~ Plan & Specs __ Rinf.: W.W.F. 2:£_ Clearances __ Rinf.: Tendons >c. Positions ~ Cone.: Mix #/psi: '52:2 -3coO ---:: ._Sizes- __ Cone.: Mix #/psi" -k Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _· _ Grout: Mix #/psi .-!!::. Consolidation ___ Mortar: Type/psi _ ._ Mortar Batching ___ Units: Block _ Electrode Storage ---Units: Brick _ Torque Applied ___ Steel ___ H.S. Bolts __ Metal Decking - __ Electroctes --- ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed ~ /x:r/ S"zz. -woo .-:>s1 A..15?SQA...> sco:..ilf./) '9~ sur oE_ ~ue-ean:zea-<:i::ssl'. ve S77?f;/7l,A~?vt V:iST -51:'C-{Ul'f.4 b?I..-$ w ern..,q-a.AS; ~(//?IN6 ~ 62c.~ sm,12:r-g7.:> -pc.,1c&n/e,<.,,r <1l,, /:Jo;,1'1't ~1.;,e:,---r.::> a?--y:1'5p~--,,,._ ;vo,2-K -pe,11-~ ;t1;,.; .s,>an:::..$ ..J" CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless-otherwise rioted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the lo<;ations of the work inspected only and does not constitute engineering opin- ion or project control. - INSPECTOR SIGNATURE --1<~...::::.!~---.ji::...i..::::::_-,--_;:;::;::._,__ PSl-8-900-170(2) CERT. NO. t?BBQ"l e 1-F;B • Geotechnical l •1 Environmental ~ • • Construction Page_1_of_._ Consulting • Engineering • Testing INSPECTION REPORT CLIENT , ... E G> C, LA IV i> DATE 6-•1-2'5 Architect_~~~------------------- Engineer "" A~" f,,,? Contractor ~s:,')1...N:A ,1.. :s> 5t X>fl-.:!9 ·i-i--\ \5n--$ INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement -·- !>-Specialty _. -. Mortar Samples -- __ Mechanical __ Grout Samples. -- __ Electrical __ Masonry Prisms -- __ Roofing __ . Masonry Block -- -.kConcrete __ Fireproofing -·- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt· Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -·-- __ Soils Technician __ Other -- __ Batch Plant _ . _Other -- __ Bolt Pull-Out ___ Other -·-- REMARKS l AJ $ i?C!F3--1JQf-V A,,vp ?t:n'L PROJECT (Name) . Ldhr:> «<· r1 "=' l> (Address) Cf4 4='-Ca:0 A k! CA REPORT NO. c::>S 4'. • :zg"l.Q * .-~ 7 z; Building Permit No. _....,y..,./4 .......... __________ _ Plan File No, ________________ _ Govt. Contract No."""----'----------..;..._ __ _ OSA or OSHPD#~·-· ------------ Other m,.,.,.114:14& D L,.A (;,µC1 ,'J '5uD3,;5#e_.,; -II-~ MATERIAL DESCRIPTION INSPECTION CHECKLIST ..K.... Rinf.: Rebar lH:•5-~.'l-1...~;::, ~ Plan & Specs ___ Rinf.: w:w.F. ~ Clearances __ Rinf.: Tendons .2:::.. Positions __ Cone.: Mix #/psi . >. Sizes __ Cone.: Mix #/psi ~Laps -:-Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi . _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _H.S.E;3olts __ Metal ·Decking __ Electrodes ___ Fireproofing _._Qther _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME YlD1--t::'7L Y J>,~s--o H (Print Ciearty) · INSPECTOR SIGNATURF/2:?J, Y +?.?~. ¾.o. PSl-8-900-170(2) · l ra flt!loii/ I,iformation ~_,• ®To Build On Engineering • Consulting·• TesfilJfl REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 May 18, 1998 REVI~3ION #1 OUR REPORT NO.: 059-70202-576 LOCATION OF PLACEMENT LAGOON VAULT ACCESS HOLES @ VAULT #1 & #2 PERMIT# FOR VAULT# 1 97-3248 & PERMIT# FOR VAULT #2 = 97-3242 DATE PLACED TIME SLUMP, IN. AIR CONTENT;% AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 11, 1998 03:45 ptn 4 61 73 May 12, 1998 PSI\DEREK PETERSON PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM SIANDABC.S.llliLES~Qil:IEBWlS.EJNDJl;AIED.:.~~: AIB CONTENT· C231-91b'. TEMPERATURE· C1064-86193)· CAPPING· C123H; COMPRESSION TEST RES UL TS ASTMC39-94 PALOMAR TRANSIT MIX 821706 302504 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16929 A 7 05/18/98 75000 6.00 28.27 2650 Cone 16929 B 28 06/08/98 95000 6.00 28.27 3360 Cone 16929 C 28 06/08/98 106000 6. ()0 28.27 3750 Cone 16929 D 06/08/98 MS SPECIFICATIONS 28 2500 REMARKS: X Cylinders made by PSI representative. Cylinders picked u·p by PSr X representative. Test results <:omply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGO LAND ( 4) , BERNARD BROTHERS, H .. 0. K. , CITY O;F CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY !'ROFESSIONAL SERVICE.INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~~(j:R~ DISTRICTrf:_GE:cE{J Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l _,.~ ;;J Info17!1fltion ~.., •. To Build On Engineering • Con.suiting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 19, 1998 PROJECT: LEGOLAND THEME PARK CARLS~AD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202:..535 LOCATION OF PLACEMENT MINILAND· LAGOON SCENE #10 RETAINING WALL DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 08, 1998 01:00 pm 4 64 78 May 11, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET !'JO.ffRUCK NO. MIX NUMBER AND PRQPORTI_ONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 696749 522 NQTE· APPLICA6Li.M~~IJ_ljLE.SM.If:lERWIS.5JNQI.CAIED~.1n:iQ11· AIB CONTENT· C231,91b· TEMPERATURE:J<1.0§H6193l· CAfflNG· C123J-93 LABORATORY NUMBER 16922 16922 16922 16922 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 05/15/98 B 28 06/05/98 C 28 06/05/98 D 28 06/05/98 28 _K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 85000 6.00 104.000 6.00 91000 6.00 102000 6.00 Cylinders picked up by PSI X representative. _ Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.JN.) -(PSI) TYPE OF BREAK 28.27 3010 Cone 28.27 3680 Cone 28.27 3220 Cone 28.27 3610 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT CONFO cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD M &pectfully submitted, :ti::::? SeMce Industries, Inc. DAVID(f~,~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F DISTRI~~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ».;.;;;:iJ Information ~_,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 22, 1998 LOCATION OF PLACEMENT WASHINGTON HARBOR WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 14, 1998 10:30 am 5 70 AIR TEMPERATURE, °F CONCRETETEMPE8ATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May ;1.5, 1998. PSI\ROLAND ROOT NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059..,70202-603 S!JPPLIER OELIVERY TICKET NO.ffROCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 697748 522 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) TYPE OF BREAK 17000 A 7 05/21/98 72000 6.00 28.27 2550 Cone 17000 B 28 06/11/98 84000 6.00 28.27 2970 Cone 17000 C 28 06/11/98 86000 6.00 28.27 3040 Cone 17000 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative,_ Test results comply with applicable .K_ specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDER$ CAPPED IN ACCORDANCE TECHNICIAN: ROLAND ROOT WITH ASTM C617~94. CONFQMAJiC: Oie\~~tffil~ submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A,200-1 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •-San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 L -, Environmental I Geotechn~cal . Construction Consulting • Engineering • Testinp . Page_1_of_ INSPECTION REPORT CLIENT /.g-,o lA:NL> DATE 3·31-25 Architect _______________ ~---- Engineer __________ _...;.--'-----~--------- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA ·--· Cem.ent -->< Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing -.-. Masonry Block --· __ Concrete __ Fireproofing --· __ Masonry _._Units (block or brick) -- __ Struct Steel --. Asphalt Concrete --__ Prestress Cone _._Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing -. -.-Steel -- __ Waterproofing __ H,S.Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ , __ $oils Technician __ Other -- __ Batch Plant __ Other -·-__ Bolt Pull-Out __ Other -- REMARKS pc..,r 72ftu:?«-l b H our /Vo c?f.. ,v PROJECT (Name) t-e:r,,o I.An..a'> (Address) 6'4sB,u·~. Cid,. REPORT NO. osq-702..0'" Building Permit No. __._AJ.:.J;,,./4......._ __ ....,__ _______ _ Plan Fire No·-----'--------------- Govt. Contract No.---,------------------ OSA ·or OSHPD #---·----'-'------'--------- Other ;tlw, L/911< Z> P.a.lfls~1,ec T83 Tl(t..lt.., MATERiAL DESCRIPTION INSPECTION CHECKLIST __ . Rinf.: Rebar · _ Plan & Specs _. _ Rinf.: W.W.F. . -·-Clearances -. _ Rinf.: Tendons -.. -Positions __ Cone.: Mix #/psi. ._Sizes __ Cone.: Mix #/ps/ . _Laps __ Cone.: Mix #/psi -.-Future Continuity #/psi __ Grout: Mix #/psi _. Consolidation · __ Mortar: Type/psi _ Mortar Batching __ Units: Block . -. _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts --. Metal becking __ . Electro.des __ . Fireproofing ~ Other i?,IZ.Br,.:S.'-i ~ ar __ Corrective action required __ ,-iP.':»'M ,u lo. _ Corrections completed A-'r 10.' OQ Awt. A-7: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, ali of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work.inspected only and does not constitute engineering opin· ion or project control. CERT. NO. ____ -'--------"----------- (Print Cleariy) INSPECTORSIGNATURFYJ? 'B ~ DATE '.:I-:'3 I--9 fl PSl·B-900-170(2) Page_1_of_/_ INSPECTION REPORT CLIENT 1-4:-P 4kd2 DATE 1/-/-96 Architect _________ ---' _________ _ Engineer S ro INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders --_OSA __ Cement -- k Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical ___ Masonry Prisms --__ Roofing ___ Masonry Block ----__ Concrete ___ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel _-_ Asphalt Concrete --__ Prestress Cone ___ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ ·steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other' -- __ Batch Plant __ Other -- _Bolt Pull-Out __ Other -- REMARKS ?cAc ,.,..,,,,,a:x,, 7 _ PROJECT (Name) .le:ra<> l..tvi> (Address) _ Cea, c; e,ao C,4, REPORT NO. 0.S9-?p'2' O'C---~~-2--, Building Permit No. "A/A-"J-L-,___ __________ _ Plan File No,------------------------ Govt. Contract No; _____________ _ OSA-or OSHPD #--,------------- Other a11tv1 L 4 n/l> MATERIAL DESCRIPTION INSPECTION CHECKLIST -,,<" Rinf.: Rebar 11 L,1-S • C...O X Plan.& Specs ___ Rinf.: w.w.r=. .,.._ Clearances __ -·· Rinf.:·Tendons + Positions · __ Cone.: Mix #/psi _Sizes - ___ Cone.: Miic #/psi ~Laps __ Cone.: Mix #/psi-_ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ____ -Mortar: Type/psj _ Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking - -___ Electrodes __ Fireproofing __ Other _ Corrective action required __ __ Corrections completed s:: Pf-T'G-t P..1 c & rz , ..., A.CS- ,eJ4.,,.,_;. I CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported work, !,lnless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~(JJL Y Pe::n,,s.,s o~ CERT. NO. ce8 ot;B/ -P,fS (Print Clearly) A INSPECTOR SIGNATURE "::?-Jl~ M;;;.;;2'.7s;; :) '-/-I~ <i8 DATE C if 1 1 f f J ~ PSl-8-900· 170(2} ·· · · t ·1 Environmental as: ·aeotechn~cal •-~ Construction Page_1_of __ _ Consulting • Engineering • Testing INSPECTION REPORT DAT~E--~~J~-'--'l~")_._-_jL.......:~-----'-- Architect _ ___._H-......,.o""'--"',<--------'--------'-'--- Engineer · fV'\ A(?. :a .v A b-.-\ ,v ,...,J INSPECTION MAT'L SAMPLING QTY __ OSHPD -. _ Concrete Cylinders _OSA __ Cement -- X Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing _._Masonry Block --Y Concrete __ Fireproofing . . __ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone --:Roofing -- __ Pile Driving _. _ Reinf. Steel -·-- __ Fireproofing _. __ Steel -- __ waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT $trarids) -- __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS 1 <'>-T..,, c$X '"1. Q tN PROJECT (Name) t-t:rt2 0 C AA-ti) (Address) C+<l&-, c,; ~ tt ip CA . REPORT NO. 0$9· 7n2-o:r-=-f'87-g Building Permit No. d:1-: 9'2 • !'>:Z..'::t ~ · Plan File No,----------'-----'------------- Govt. Contra.ct No.---~---------- OSA or OSHPD #--------'------,----'----- Other 4-:4-t?zc::><-2 ,U M4,tl_, tS< v<7-11.,/i) D,Lil~() < MATERIA~ DESCRIPTION · INSPECTION CHECKLIST ~ Rinf.: Rebar /j~ \S l'<l,¼-0 . . v-Plan & Specs __ Rinf.: W,W.F. ~ Clearances ___ Rinf.: Tendons -1:S.. Positions ~ Cone.: Mix #/psi 1 'tOt'z-'::too D . .,,. Sizes --. Cone.: Mix #/psi. ~Laps __ Cone.; Mix #/psi .. . _ Future Continuity #/psi ___ GroutMix #/psi . ..2:L Consolidation __ Mortar: Type/psi __ Mottar Batching __ Units: Block _ Electrode Storage __ Units: Brick· _ Torque Applied __ Steel ·_ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing · __ Other · __ Corrective action required __ __ Corrections completed ,x=Or:Z TI:t-,.s;: 3 ,.:.-~o<..--e-> L,;, cl S C..;t\-<:IT · i< c-"lC 4-C < 02 1'>1 0 ,):, p +:Z,-1? .,,) <::S:'L-'\== " ,_, ? I ::r::t:i A Coe£" \.Jr'I t.,'\!..-T , •• <:1?Pa.-:Y---% c:;:-fL. e L....d::c::'::::> CERTIFICATION OF COMPLIANCE: To the best of our knowledge; all of the reported work, unless otherwise noted, s.ubstaritially complies with approved plans, specifications and applicable sections of .the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. · INSPECTOR NAME t=>c.rn...l;['J.L 5 J?-t[~">~ c,.J ~ ~~3'?~ ~. INSPECTORSIGNATURE 1/~-F~~ PSI-B-900-170(2) CERT. NO. o P,B O Ci f')l -f'::8 DATE L-\ ~ I ' -'1 'fZ, REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008· March 12, ·1998 PROJECT:-LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-357 LOCATION OF PLACEMENT C. I • P. WALLS AND COULMNS FOR MINILAND BRIDGE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 03, 1998 02:35 pm 4 1/4 62 68 March 04-, 1998 PSI\CARLOS.HERNANDEZ NELSON & SLOAN SUPPLIE;R DELIVERY TICKET NO.ffRl:lCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTUR_E NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWIS~.fD;_Sl.!Jl,le:_c143.9oa· AIR CONTENT· _C231-91b· TEMPERATURE· C1061·BB(93l;_CAPE!Nll~ . . COMPRESSION TEST RESULTS ASTMC39·94 SPECIMEN TEST TOTAL CYUNDER CYl.:INDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS:_) (IN.) (SQ.IN.) (PSI) 16475 A 7 03/16/98 51000 6.00 28.27 1800 16475 B 28 -03/31/98 96000 6.00 28,27 34,Q0 16475 C 28 03/31/98 93000 6.00 28.27 3290 16475 D SPECIFICATIONS 28 3000 NELSON & SLOAN 681696 522 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by-PSI X representative. · Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered, to PSI laboratory. Test results do not comply with applicable specifications. , s 7-DAY BREAK BELOW 70% SPECIFICATION REQUIREMENT co'()~ CAP 28-DAY BREAKS . o·~ r f' TECHNICIAN: CARLOS HERNANDEZ C Respectfully submitted, cc' LEGOLAND (4) , BERNARD BROTHERS, H. 0. K., CITY OF CARLSBAD @~iqna~:=i~ce lnd"50185 ' /~c- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVI_CE INDUSTRIES, INC. DIS TR MANAGE Information To Build On PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLANJJ ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 17, 1998 PROJECT: LEGOLAND THEME PARK C.ARLSBAD, CALIFORNIA REVISION #1 OUR REPORT Nb.: 059-70202-383 LOCATION OF PLACEMENT NEW ENGLAND HARBOR II & III GRADE SLAB SUPPLIER DATE PLACED TIME SLUMP, IN. March 07, 1998 09 :30 am 4 1/2 DELIVERY TICKET NO.frRUCK NO. MIX N'UMBER AND PROPORTIONS NELSON & SLOAN 682691 515 AIR CONTENT, % 65 CEMENT WATE.R AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 67 March 09, 1998 PSI\DEREK PETERSON NELSON & SLOAN FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16539 A 7 16539 B 28 16539 C 28 SPECIFICATIONS 28 -• • < - COMPRESSION TEST RESULTS ASTM·C39-94 TOTAL CYLINDER DATE.OF LOAD DIAMETER TEST (LBS.) (IN.) . 03/14/98 49500 6. 0.0 04/04/98 82000 6.00 04/04/98 ·80000 6.00 '. REMARKS; X Cylinders made by PSI represenlalive. Cylinders picked up-by ps·1 X representalive. Cylinders made by.Architect's or Contracto~s representalive. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCOR.DANCE WITH ASTM TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28 .27 1750 Cone 28.27 2900 Cone 28.27 2830 Cone 2500 Test results comply with applicable X specifications. Tesrresults do not comply with applicable specifications. C617-94. .-0 ' ~~~f C ORtspectfully submitted, cc: LEGOLAND ( 4) , BERNARD BROTHERS,. H. 0. K. , CITY OF CARLSBAD rofes~i~~naf S~ice '12,..stries, In~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE Of THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESsiONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F DAVID J YAN, RCr DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l -, Envlronmentm ... I Geotechn~cal •-• Construction Page~of_ Consulting • Engineering • Testing. .INSPECTION ·REPORT CLIENT ..@-.-uv..(~/.2(" _&!~fp/~ Cr::w~ PROJECT (Name~4QO"" Pt.~ 1%,c.<:: DATE </-/ 7-98 . (Address)~&'~ c/' C,it:J. .., REPORT NO.a:£-7o-ao:.z..-~.587 , Architect Building Permit No. Plan· File No. Engineer Govt. Contract No. OSA or OSHPD # Contractor. Other- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRf PTION INSPECTION CHECKLIST __ OSHPD ..k' Concre\e Cylinders _.i_ _ Rinf.: Rebar _ Plan & Specs _QSA ______ Cement --·-_. _ Rinf.: W.W.F. _ Clearances __ Specialty __ . Mortar Samples --___ Rinf.: Tendons _ Positions __ Mechanical ___ Grout Samples --.L!!.... Cone.: Mix #/.fle42 S:Xf.s? o ·_sizes __ Electrical _. _ Masonry Prisms -·--~ Conc.:~#/psi.:2.S'"'o0 · · _Laps __ Roofing __ Masonry Block _ Cone.: Mix #/psi _ Future Continuity #/psi Lconcrete __ Fireproofing --· ___ Grout: Mix #/psi _ Consolidation __ Masonry ___ Unit_s (block or brick) --_ Mortar: Type/psi -. Mortar Batching __ struct Steel ___ Asphalt Concrete --· _ Units: Block .. . ._ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brick ·_. _ Torque Applied __ Pile Driving __ Reinf. Steel _Steel __ Fireproofing __ Steel _H;S.Bolts __ waterproofing ___ H.S. Bolts _. _ Metal Decking ' -·--___ Non-Destructive ___ Tendon (PT Strands) -·-·-_ Electrodes __ Soils Technician __ Other --· _ Fireproofing __ Batch Plant __ Other --_. _Qther ·-Corrective action required __ __ Bolt Pull-Out __ Other .. --___ Corrections completed .. REMARKS ,M"?.aN~~ ~e;.,,vC~i'a J .t=="'G.ac,.;,..-1$.....-7" .... 7°7~,..""7 s-c'A? ~ c d.G ·Foi.;c,,1.,04 ti-A/6' t:<..I e~~-,#?A~ :?Z,a ,,C ~~ 4' ,,r f<? LI.JC!... C. -,ft:. <_,, I ,;.d~...-c...r' ' :t:::J"";r-0,C~ ;ff'"~ -~..4-v .. . -~c/4 ~ • -z;; -.c, ~ . L o/F -,_, L __ ~.J{?-~F'CJ""'../1/-!KJ-~Uc.-: 2,J J "7-:c-<,~ z.7,G?c~t ..rL.v"7P 'S;;;; ,61/~ ~ C'2.-t.C, 0 ,1'71 . ,,, -i/1' .,. 7o .. s;,."'4 Z-... -;?,q"~ ~-r c4 u "l:~"'-/// ecv <=h-f) ~ Z. -~ ~ c¢. · z;-6 -r:: ~;r 2;:s1-:r,e. S"Lv~ s" An· t<S:.. 0 -C~..-t.C . 7J"~. _P?,vce-#i~;,vC>5J;, :zcf .._G<~--t!!!2. ..:.,-,d. .., _;;> > > -1~~-9.s-e-~ J, atr ~C'f:-C..(;-A? C.j.. ~ o/, . - CERTIFICATION OF COM_PLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially-complies with approved plans, specifications and applicable $ections of t!ie building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME tf]c::;,~ /'° ~O'r'-;:;;;:, CERT. NO. (Print Clearfy) INSPECTOR SIGNATURF,@« ~ DATE 1/''""'._..I ::---9~ ' ~· .-.,, PSI-B-900-170(2} l ' 7 Environmental .,. I Geotechni.cal •-~ Construction . Page.....LoLL Consulting • Engineering • Testing INSPECTION REPORT CLIENT t,0Jpo DATE i-13-CJS Architect _______ ---,---~-------- Engineer ____________ '--~----------- INSPECTION MAT'LSAMPLING QTY _OSHPD x" Concrete Cylinders ~ _OSA _._Cement -- Xspecialty ___ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms -- __ Roofing _. _ Masonry Block --'><" Concrete ___ Fireproofing -- __ Masonry __ Units '(block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts --·-· __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _._Other -- __ Batch Plant ___ Other __ Bolt Pull-Out __ .. Other REMARKS -1\./) A-:: PROJECT (Name) _ L tiff::b L&l, ~ (Address) . <':f4-:4..t ~·il'>,4t:,. CA , REPORT NO. 0$.S ~ 202 o:l,,.. Building P!:lrtnit No . ...,U'-=i,< 7 1/A...;....L _______________ _ Plan File No,-----'---'-------------------- Govt. Contract No.----------------- OSAor OSHPD #---------------- Other fY7 , t\2 1 L-)A N '\'i MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar __ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons . __ Positions _.}s.'.__ Cone.: Mix#/psi ?s::?21:;10/2S.,.. .-~ Sizes . I __ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ ·Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation ___ .Mortar: Type/psi _ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick · _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking ___ Electrodes __ Fireproofing ___ Other _ Corrective.action required __ _ Corrections completed m, ,v I Lr4 «',2v TI+1:s-?L..A:c ¥f:)"::::,. i tl Q Q -S·0CT:$ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reporte"d work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO·---'--------------- pATE-~-~~~_/~_-_l~"3~---1q_~~,) ___________ _ PSI-B-900-170(2) l ·, Environmental I Geotechn~cal Page_1_of _·1_ ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT Le(,..,f> LA,vu _ DATE o/'-IS -~ g Architect--------'--------'-------- Engineer_~-----------,--------- Contractor :Q<;n?.--NA:il,...~ s bP--O :t:7±6':><----:-::. INSPECTION MAT'LSAMPLING QTY __ QSHPD __ Concrete Cylinders --- _OSA ___ Cement -- .2s::::.Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- _¾....Concrete _____ Fireproofing --__ Masonry __ Units {biock or brick) __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing ----__ Pile Driving __ Reinf. Steel. --__ Fireproofing __ Steel -- __ Waterproofing ___ H:s. Bolts -- __ Non-Destructive __ Tendon {PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other --- REMARKS \.> _'-,-A _t\..l "";;, . PROJECT (Name) L,{ffeo '---AN!> (Address) /1A {2;...<...fai~ Ao CA, REPORT NO. cssi--201--0:z.---~ Building Permit No._...,M-~~------------ Plan File No,--"--------------------- Govt. Contract No.-----------"---- OSA or OSHPO #----~~---------- Other _4,.,.,.po,u 4¥l:LecS - MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar 8lol ~ :3.k~Q _ "><' Plan & Specs __ Rinf.: W.W.F. · >< Clearances __ Rinf.: Tendons ~ Positions ! I ___ Cone:: Mix #/psi ~ Sizes __ Cone.: Mix #/psi ~Laps l __ Cone.: Mix #/psi -_ Future Continuity #/psi I I __ Grout: Mix #/psi _ Consolidation I __ Mortar: Type/psi _ -__ Mortar Batching __ Units: Block _ Electrode Storage j ____ Units: Brick _ Torque Applied I __ Steel I _H.S.Bolts - _-_ Metal Decking I i ___ Electrodes I __ Fireproofing __ Other ___ Corrective action required __ . _ Corrections completed l kt4:hon£~ lM A:< l <"::, A-<. C (? t':L\'> \ N b CERTIFICATION OF COMPLIANCI;: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the-work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME= Yem c.~ l> l> ~N CERT. NO. O'.8:'.o oc, 'i?J -So~ (P.rfnt Clearly) Q INSPECTOR SIGNATURE V~, .]? Y~-c:::;' PATE-,,..=~~/_-_l~S_-_4..L-,;-:b=------------ PSI-B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT L?_,-z..,a (A/tJQ DATE _ _.1/~-~Z-:c..-..1-__.__f-g:.-__ _._ __ Architect _________ ---'----------'- Engineer _ ____;~~--"""-------------- Contractor. R1-vz.Lu&!?-l25 B&2 nt6'Y?--..s INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders _OSA __ Cement -->< Specialty -. -. Mortar Samples --__ Mechanical _. _Grout Samples --__ Electrical __ . Masonry Prisms --__ Roofing _. _ Masonry Block ~Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -:-- __ Struct Steel -.-Asphalt Concrete --__ Prestress Cone __ . Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing . __ Steel --__ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) __ Soils Technician -.-Other --__ Batch Plant __ Other -- __ Bolt Pull-Out --. Other -- REMARKS OE: S IZl;C , .) &LL Ot?--2?/ Nl--. PROJECT (Name) L6Z..,,o <ANZ>. (Address) 61-12.-ct-,?,-.9 e. M. REPORT NO. es 2-2<:2:z o :z Building Permit No . ....,M;..;;,1,c.:..&-'---------'------ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#~··--'--------'---- Other 8hNt <,.A/1-<D <&&<'.-l.$" MATERIAL DESCRIPTION INSPECTION CHECKLIST 2:!:-Rinf.: Rebar .4 (;;/ ~ -. C:.12-t:, o . ~ Plan & Specs -. Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions --. Cone.: Mix #/psi ~ Sizes __ Cone.: Mix #/psi ~Laps ·--· Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation _. _. Mortar: Type/psi _ Mortar Batching -. _ Unit~: Block _ Electrode Storage _. .-Units: Brick ' -_ Torque Applied -·-. Steel _H.S.E!olts - _ Metal Decking _ Electrodes _ Fireproofing _Other .. _ Corrective action required __ _ Corrections completed rYI lfl..li LA/UD O v < :a?--& U' CERTIFICATION OF COMPLIANCE: To ·the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the buildi11g codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~l:'DL-? ?,nr.,")f\.-s.,;;) · CERT. NO. C?'t3>'i9oct ~ r -S?z s INSPECTOR SIGNATUR;;---,-, .lPm<On"IJ . . t E~ =?~<> ... DATE '=l -1 ! -c, S PSI-B-900-170(2) Ji ' ·1 Environmental f Geotechn~cal_ Page_1_of_ "Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT Lc:TI:::0 LA k',,,1Ll Architect _______ _._ __ ,__--,---------,- INSPECTION MAT'LSAMPLING QTY _OSHPD ><concrete Cylinders _j_ _OSA · __ Cement -- "><' Specialty __ Mortar Samples --__ Mechanical _._ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- --2::::'concrete -,-Fireproofing --__ Masonry __ Units (block or brick) -- __ struct Steel , __ Asphalt Concrete -·- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steer -- __ Fireproofing __ Steel -- __ Waterproofing -~-H.S. Bolts ·-- __ Non-Destructive ___ . Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant · __ Other -- __ Bolt Pull-Out ___ Othe~ -- REMARKS Jl:J·G: PROJECT (Name). L-HJ?Q 4d9-N~ (Address) C!A:R,,, u::.,, :C A"i:> REPORT NO. os,9-:i D1 o"L -_5/ ;2 8 Building Permit No. _.__,v=A_._ __________ _ Plan File NO,----,.--'-------'---------- Govt. Contract No.-~------------- OSA or OSHPb #-. ---------------- Other co, ,VI. LA/I....ID MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar X Plan & Specs _ Rinf.: W.W.F. _ Clearances . __ .. Rinf.: Tendons _ Positions ¥Cone.: Mix #/psi 52.."2..-300 u _Sizes __ . Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi -_){. Consolidation · __ Mortar: Type/psi _ _ Mortar Batching __ Units: Block _ Electrode Storage _. _ Units: Brick _ Torque Applied _._Steei __ .. H.S. Bolts __ __ Metal Decking ___ Electrodes _, ._ Fireproofing ___ Other _ Corrective action required __ -.. " _ Corrections completed I •::>A:(., l l4 r'.\, J s:::, -C-1,,2 i't'S '\:J:.I ~ (:,z:::g N Pt AC <-DY! G""IA.fj""' I 0 I\JG: :n.:rs<:r:: CERTIFICATION OF COMPLIANCE: To the b~st of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report qovers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME :U b::tw--D<-? V1.0Z-'.h:-'5»:) ~ w.,,c • .., ~ INSPECTOR SIGNATURF :J),..., ~~-=~ PSI-B-900-170(2) CERT. NO. '2:'BS'-2 o s; <0~J -9,s -PATE_,,,,.,.,1-;:,.:..JL-_'-'-. .:'-::;..'3~-__,S""'~=--------------• , •• !- l ., Environmental • Geotechn~cal Page_1_of_ 9 Construction Consulting • Engineeri~g • Testing INSPECTION REPORT CLIENT Lsz..,u < cl:&U DATE 4-2-s-~ S Architect _ __,..--------,----__,...-------'--~ Engineer ___ S __ ·'CQ~=------'------------ Contractor. Js<-m. !'.½A-:J'.Lt:> ., INSPECTION 'MAT'LSAMPLING QTY _OSHPD ___ Concrete Cylinders -- _OSA __ Cement ~Specialty -.-Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ . Masonry Block ..!):!(__Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel _._Asphalt Concrete " __ Prestress Cone __ Roofing __ Pile Driving _. _ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing _, _ H.S. Bolts ' ' __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _. _Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS 4:r M1N,ldNt> If\; H-0\. l-:Z-';:> N PROJECT (Name) IJ,-"'{qQ l A--A,,'L) (Address) C-t1-1Lu. i? clO M, REPORT NO. qS9-zo-z o& -;-5/~ Building Permit No. -9 e, · 37.yg Plan File No,----"--,-------------- Govt. Contract No . ...,.._-----,------------- OSA or OSHPD #-~----'-------'--- Other L.clC-:20QtU V4uLr 4-I n---u,y, d&i) MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Reb~r _ Plan & Specs _ Rjnf.: W.W.F. __ Clearances __ Rinf.: Tendons _ Positions -, _ Cone.: Mix #/psi _Sizes ·_ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #lpsi -. _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block _ Electrode Storage _._ Units: Brick __ Torque Applied __ Steel __ H.S. Bolts · ___ Mela! Decking. ___ Electrodes __ Fireproofing ~ Other 74'-0VI--\ b:::!:J:2-y1..... -ro _ Corrective action required __ LOLJ4. cc; 5"tb~ __ Corrections completed - l,-\''$\ \'y ka tW- I.\'$ \Nb I N T1j-(;, LvA-U ,A-: t -T:O? QC.. I ,1 ') .4-t L.. :S TI~'7ii3---YYl d::Y ~ \:-{5:2V Qq "-' f(;,'1 'Du 0-1. 1\..:l G C...o 12--1 ~'0 lo , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of'the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This repo_rt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE_..,_,_"""""c.....,.,,-+-,--ro----'......;...-=,.....::;;-=- PSt-B-900·170(2) CERT. NO; '2~£2Q9 '.2:l I -0-S DATE l.(-"'2..$ -'i'R TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-416 LOCATION OF PLACEMENT MINILAND LAGOON VAULT #2 TOP DATE PLACED TIME March 17, 1998 02:lO pm SUPPLIER PALOMAR TRANSIT MIX SLUMP, IN. 5 AIR CONTENT, % AIR TEMPERATURE, °F 62 CONCRETE T!=MPERATURE, °F 77 DATE RECEIVED IN LAB March 18, 1998 FIEL:D DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DERE_K PE'I'ERSON PALOMAR TRANSIT MIX DELIVERY TICKET No.rrRUCK NO. MIX NUMBER AND PROPORTIONS Cl;MENT WATER FINE AGGRl;GATE COARSE AGGREGATE ADMIXTURE NOIE:.AeELJCABLE ASTM STANOABll.S.l.llil.E~EBl'l/lS,E.lliD~LUMP· p143,9Da;.AIBJ;.QMIENT· C23J:91b' TEMPERATURE· C10_64-B6193l· CAPPJNG· C123H.3 __ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16634 A 7 16634 B 28 16634 C 28 16634 D - SPECIFICATIONS 28 ·coMPRESSIO"N TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN,! 03/24/98 6800Q 6.00 04/14/98 99000 6 .. 00 04/14/98 98000 6.00 CYUNDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28. :P 2410 28.27 3500 28.27 3470 2500 ( 303006 TYPE OF BREAK ·cone Cone Cone REMARKS: .K_ Cylinders made by PSI representative. Cylinders picked up by PSI .K_ represe~tative. · X Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered"to PSI 1.ao N ---V . ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ' TECHNICIAN: DEREK PETERSON Respectfully submitted, _ cc: LEGOLAND (4), BERNARD BROTHERS, ~.O.K., CITY OF CAR~SBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F ~:;;q;·~·- DISTRI~AGE~ct7 Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • $an Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.; 059-70202-417 LOCATION OF PLACEMENT MINILAND LAGOON LOADING DOC:!{ FOOTJ;NGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIEL:D DATA SUBMITTED BY MIX DATA SUBMITTED BY March 17, 1998 02:00 am 4 62 71 March 18., 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NOJTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 572 ~OJE;.Ae.eLI.CABLl:.ASIM.SJ.AND.ABD.S,UNLE.S.S..01tlEBWISl:Jtl~.1.l./Me:..C1!H!!a; AIB CONTENT· C231 ·91 b· IEMPEAATURE: CJ 064·86193)·. CAeetlli,;J;.12~.i;!l _ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET-NO. (DAYS) 16633 A 7 16633 B 28 16633 C 28 16633 D ·-· SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD. DIAMETER TEST (LBS.) (IN.). 03/24/98 63"000 6.00 04/14/98 96000 6.00 04/14/98 95000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2230 Cone 28.27 3400 Cone 28,27 3360 \ Cone 3000 REMARKS: .K_ Cylinders made by PSI representative. · Cylinders picked up by PSI . K. representative. Test results comply with applicable X ·specifications • Cylinders made by Architect's or Test results do not comply with Contractor's representative. _ Cylinders delivered to PSI laboratory. appli_cable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE wGGf'J6F-Q RMS TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~~nal Se~ce{rlndustries, Inc. THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J AN, RC DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 March 27, 1998 REVISION #1 OUR REPORT NO.: 059-70202-425 LOCATION OF PLACEMENT RADIUS WALL (RETAINING) FOOTING @ SOUTH SIDE OF LAGOON @ MINILAND DATE PLACED March 19, 1998 SUPPLIER NELSON & SLOAN TIME 02:45 pm DELIVERY TICKET NO./TRUCK NO. 685658 SLUMP, IN. 3 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % CEMENT AIR TEMPERATURE, °F WATER CONCRETE TEMPERATURE, 0F' ---FINE AGGREGATE DATE RECEIVED IN LAB March 20, 199!:l COARSE AGGREGATE FIEl.:D DATA SUBMITTED BY PSI\CARLOS HERNANDEZ ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN N~~~o~rnEBWIWNDJC.AIEO;.fil.UMP· C143-9Qj[: AIR CONTENT' C231-91b·.JEMPERATURE· C1064-86(93)· CAPPING· C12~."----------------- CO MPRESSIO N TEST Ri:SUL TS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16613 A 7 03/26/98 7'7000 6.00 ~8.27 2720 Cone 16613 B 28 04/16/98 120000 6.00 28.27 4240 Cone 16613 C 28 04/16/98 118000 6.00 28.27 4170 Cone 16613 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PS I X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. ALL CYLINDERS CAPPED . Test results do not comply with __ Cylinders delivered·to PSI laboratory. p applicable specifications. IN ACCORDANCE WITHeoNF OR MS TECHNICIAN: CARLOS _HERNAND~~ Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD 5;;:;_:;•M~e /~es, Inc. DAVID J/ e. RCET THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT~GER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ INSPECTION REPORT CLIENT Lt;rrec, LAr4> Architect __________ ----''--'---'-,,..,.....,,;;,r;,,----''-'--- . ·-~-~~ Engineer lo/,f(J;rhv d ~ Contractor. 'Bc-m.N JA,-Q,,.;bs §P:-otttt;\;)C..$ INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical _ _. _-_Grout Samples -- __ Electrical ____ Masonry Prisms --__ Roofing ___ Masonry Block __ Concrete __ Fireproofing --- __ Masonry ___ Un.its (block or brick) -- __ Struct Steel ___ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ___ Other __ Bolt Pull-Out __ Other --- REMARKS PROJECT (Name} Lc-u::r0 tel4: A ct) (Address) &a; s ll!Ab C'A , REPORT NO. as,;-·un o'.'Z« .Building Permit No.'""-'7-~"--__________ _ Plan File No. ________________ _ Govt. Contract No.--------'------'------- OSA orOSHPD #-----~------- Other-----~---------------- - MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar _ Plan & Specs ·--Rinf.: W.W.F. _· _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mi~ #/psi-_'Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grol,lt: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage __ · Units: Brick _ Torque Applied ___ Steel - ___ H.S. Bolts __ Metal Decking ___ . Elec;frodes •---Fireproofing __ Other _ Corrective action required __ _ Corrections completed Sff<fl!£1': SIio -bn,.. -? 124-19, ,u,:r,,, b 0 V¢:i'21-·M-:U,, CCAC Cf: - 1s A_,a;2Z:: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME -:P(::,")1_(_~ ? YdTT::l>::t.&:06-,, > (Print Clearly) A INSPECTORSIGNATURF::y, .,A>( __ ?.;;23: ,? . PSl·B-900-170(2) CERT. NO. C?OOOC,, f, I -Pl'.S l 1 ·1 Environmental I Geotechn{cal Page_1_of_ "Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT Le'ref> LA,v)) Architect ______ --'----------------~ Engineer m4:a.-n tu ~ 'i:>uN,u INSPECTION MAT'LSAMPLING QTY __ OSHPD ~Concrete Cylinders ~ _QSA __ Cement -- ~Specialty . __ Mortar Samples -·- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --, __ Roofing __ Masonry Block -- _.i£_concrete __ Fireproofing __ Masonry __ Units (block or brick) -·-·- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -·- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S'. Bolts --·- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other ·-- __ Batch Plant __ Other .. -- __ Bolt Pull-Out _._Other. -- REMARKS J3 87").,lb °f>'-"t--(..st) ru P..i /\.J h ?t-Aurnt 6-,t.;r. PROJECT (Name) Lebo l '4f'kl> (Aqdress) (}l,µ_$~AQ /:A, REPORT NO. ·OS~·-70l.-o L Building Permit No. ---·t1=rm'-'---------.....,....------ Plan Flle NQ . ..:.·---------------- Govt. Contract No.---,---------'------ OSA or OSHPD #~· -------,,----.,........- Other lAC...,oo~ Y)'fifUJ LA &l> /i..,rribi'~) . ~ :all;, MATERIAL DESCRIPTION INSPECTION CHECKLIST ...k'Rinf.: Rebar A61~-C2,1...,l~ .><'Plan & Specs _._ Rinf.: W.W.F. ~ Clearances __ Rinf:: Tendons Y'Positions. YConc.: Mix#/psi '5Vz.-~ooo ~Sizes __ Cone.: Mix #/psi . )...Laps __ . Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi ~ Consolidation __ Mortar: Type/psi _ Mortar Batching -.-Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel _H.S.Bolts --. Metal·Decking -.-Electrodes -· __ Fireproofing __ Other _ Corrective action required __ . _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our kno_wledge, all of the reported w9rk, unless otherwise noted, substantially complies with.approved plans, specifications and applicable sections of the building codes. This report covers the locatio'ns of the work inspected only and does not constitute engineering opin- ion or project control. CERT.NO. aeec,~f,/-6~ pATE-_...,.b+-('"..,... --i-,_ __ 'i''---__._y...;;~"--------------- PSI-B-900-170(2) l ·1 Enwronmental ~--'------,---'---,-----'----------,-------·DBI Geotechn~cal ...... . Construction Page_1_of_ Ctmsulting • Engineering • Testing CLIENT (..<;&a ~ INSPECTION REPORT .PROJECT (Name) 4ze(> Lr-I-ND (Address) _ CAtu-~&£> C!,,f., REPORT NO. o'l"2<-t-:1s;4:«2-a,,.. Architect f/oJ:: Building Permit No. _.4/4 .... · ..,.._ ....__ __________ _ Plan File No. _______________ _ Contractor. °BcM-tVA1t,.,b.S i3A-O~ . · Govt. Contract No.-----'-------------- OSA or·OSHPD #~---'----'----------- Other LA(pQC"p tl1111N1td4!i> ~~-@-4"5 INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST -OSHPD _K Concrete Cylinders XRinf.: Rebar '1{Q1~ --<?,,11.-«>o Y Plan & Specs -OSA __ Cement --_ Rinf.: W:W.F. ....,!!;;_ Clearances ~Specialty __ _ Mortar Samples -·--__ Rinf.: Tendons ·~Positions __ Mechanical __ Grout Samples --~ Cone.: Mix #/psi 52.+-::z,.ooc, . >-Sizes __ Electrical __ Masonry Prisms __ Cone.: Mix #/psi .. ~Laps " --__ Roofing __ Masonry Block --__ Cone.: Mix #/psi _ Future Continuity #/psi .x.__concrete __ Fireproofing --_. ___ Grout: Mix #/psi . 2!.-. Consolidation __ Masonry _._ Units (block or brick) --· __ M6rta,r: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --___ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing ·-:-Units: Brick ___ Torque Applied __ Pile Driving _._Reinf. Steel __ Steel __ Fireproofing _. __ Steel --· __ H.S. Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --·· _. _ El~ctrodes __ Soils Technician __ Other --__ .Firep-roofirig __ Batch Plant . __ Other -·-·-___ Other _ Corrective action required __ __ Bolt Pull-Out _. __ Other --__ Corrections completed REMARKS , , , 4 S .· c. ff<::i"tcCLC;z:'1) WITH .,l'J. ,.,,,,.,._, kd-11/A· I I c,.oN<:-r?:GT<s:: .,,_, «::i :r::a::s-nm co i:n::! s -?&, <=rlbK &t-LU rrY P-:f:-"Tl'i1NJ1Uh u1A: ,,, 11:t:<>· . 8 <:.voa.-~ l"~ i>LAr'-,'::.ti' CERTIFICATION OF COMPLIANCE: To the bestof our knowledge, all of ttie reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building code~. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME J?w t{)L 'P X ~~ · (PrintC~ ~ INSPECTOR SIGNATURF----,pJ? ~- ps1-B-Soo-170(2J Page_1_of_ INSPECTION REPORT cuENTLte..~~~ i DATE ~ O <a-.°t e, Architect _____ -'-------------,,---- Engineer _________________ '--'--_ Contractor. ______________ ·_#_·,_:-· . .___ __ INSPECTION MAT'L SAMPLING QTY __ OSHPD ...:)L Concrete Cylinders ~ _OSA __ Cement --__ Specialty _._._ Mortar Sl:!mples __ Mechanical __ Grout Samples. __ Electrical __ · Masonry Prisms --__ Roofing ___ Masonry Block -- ~Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt-Concrete --·- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing _. _Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician ___ Other --· __ Batch Plant __ Other --.- __ Bolt Pull-Out __ Other -- PROJECT (~ame)Le1at Aw° Jb&,-.4, i?Af'l.-~ (Address:(:bQ..l!»6~d J C..e- REPORT NO. O 5' 9-:Jo).¢+- Building PermitNo. ________________ _ Plan File No·----------'--------- Govt. Contract No.--.,------------- OSA orOSHPD #-------'---'--------- Other--'----,----------------'------ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Flint.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.:. Tendons _ Positions ...Z.. Cone.: Mix #/psi~~l'\o~ .,, . _Sizes _. _ Cone.: Mix #/psi ._Laps _ Cone;.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar·Batching ! _ Units: Block _ Electrode Storage i ___ Units: !,rick _ Torqw~ Applied _Steel -. _H.S.Bolts ' _. Metal becking I _ Electrodes ! __ Fireproofing i .. _. __ Other _ Corrective action required __ · l _ Corrections completed ' 0 • " . ...... J COl,,)(...:,8 £:!.'ti-tc:t. 'ZlM--ta"'=-•.3' 'o"' c~.,..ij"~b\J\.(,'t...(t"i C,C!)11.J$,ol.~J;t;o-v b) ~e°'b:N;c:.,f':L \l-~~Q..~ .. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially·complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. _______________ _ (Print Clearly) INSPECTORSIGNATUR~ S ___ ~ PSI-B-900-170(2) l I I 7 Environmerifal .,. I Geotechn{cal •-• Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT Lc:Ila:Q LA-Ni> DATE __ ~_-_~\_-_~____,~'-------- Architect Bo 1L- Engineer MA 0-:ri Q INSPECTION -MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- ~Specialty _. _ Mortar s·amples __ Mechanical __ Grout Samples -- __ Electrical --. Masonry Prisms --__ Roofing __ Masonry Block -.:- ~Concrete · __ Fireproofing ---__ Masonry __ Units (block or brick) --· __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -·--__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) Llu2Q l.A:N:t) (Address) ~<::.bA~ (l,.+q , /C-C /1. REPORT NO., OS<1· 7 r;g,;,1..,, -;:::;-::>7 ~ Building Permit No.~N~fA-~· ___________ _ Plan File No, _______________ _ Govt. Contract No.------'-,------------ OSA ~wOSHPD #------------- Other L.Ac.,oo,y_ -su51&,,G T'l2P # IQ MATERIAL DES'CRIPTION INSPECTION CHECKLIST '>r' Rinf.: Rebar tl<o1tS • fua.."'o ~ Plan & Specs __ Rinf.: W.W.F. >-Clearances _._ Rinf.: Tendons .~ Positions __ Conc.:Mx #/psi .2:... Sizes __ Cone.: Mix #/psi. ~Laps -. _. Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi ·. _ Mortar Batching __ Units: Block _ Electrode Storage -·-. -. Units: Brick _ Torque Applied _._. Steel __ HS.Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ . _ Corrections completed 0 .:13:f <£ ·. td4 G Q o N S< 6~G -ti; \ 0 t"e:Cd ,-,C2,,0 10.1 l.:: 1:;>:n,,, ;;=\ 5 , ,0 Q CERTIFICATION OF COMPLIANCE: To the best of our knowledge,.all of the .reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME }:::;,!i>'.1da-,,,__ ? V ~...,;::, (Print Clearly) INSPECTOR SIGNATUR;;::y=-1_ J2 .~ .::"------' PSl·B-900-170(2) pATE . ~ .::~ ::-4 48 l l' · 1 Environmental ·a, I Geotechn!cal •-3 Cor,struct,on Page...1...of_ Consulting • Engineering • Testing INSPECTION REPORT DATE 5-k· SQ_:, Architect ________ __,..-,--_______ _ Engineer _ __.S.._:n:;,....,...__ ______ -'--,-------- Contractor ~ •:NLN A &)';) ~ INSPECTION MAT'LSAMPLING QTY _OSHPD __ Cqncrete Cylinders -·-- _OSA __ Cement --·- __;:,,.,_ Specialty __ Mortar Samples -- __ Mechanical __ Grout-Samples __ Electrical __ Masonry Prisms .. __ Roofing __ ._ Masonry Block --· ~Concrete ___ Fireproofing --· __ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt C9ncrete ·_._._. __ Prestress Cone __ Roofing __ Pile Driving ___ Reirif. Steel __ Fireproofing __ Steel --·-__ Waterproofing _. _ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS S?li'i"t--• Ak ) CY s?1r'iL:o o..J PROJECT (Name) \....L-r<:;,..:> t A:b-1i') (Address) GAl'.L½~At-. n '4. REPORT NO. ,,, s c,-::un..q:J Building Permit No. -~w7c.::-::..-....::,'3c..::2..::.."-_.l....:"2...=--------'---- Plan File No, _______________ _ Govt. Contract No.---------'----~---- CSA or OSHPD #------------- Other L4baof:.J Y4w '-I :#-2 -. MATERIAL DESCRIPTION INSPECTION CHECKLIST .k_ Rinf.: Rebar "21:.a1 s --~&b'O >< Plan & Specs __ Rinf.:W.W.F. .2:... Clearances __ Rinf.: Tendons . .)s-Positions __ . Cone.: Mix #/psi _.?:_size$ __ . Cone.: Mix #/psi 2Laps. __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching ___ . Units: Block __ Electrode Storage ___ Units: Brick _ Torque Applied ___ Steel _H.S.Bolts ___ Metal Decking _-_ Electrodes ___ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed '-tl , ., S2 S2 c:--? J s le¼ s.:D-£"C CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all of the r~ported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the-building codes. This report covers the locations of the work inspected only and does not constitute engineering 9pin- ion or project control. INSPECTOR NAME :V,rn sn+.. Y 2t,A:"tA2C-. ?»l INSPECTOR SIGNATURF'D l j"~--.· .~. PSI-B-900-170(2) PATE-~~~-~,_-~;;;__-~5~-B~------------, .•. ,·1·. :r,•· i ·~ -, Enllironmeniai ..,Sf Geotechn~cal •-~ Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT Lln,.v 'L,lf-fyJ? DA TE 5: -7 -c; '=> Architect ___________________ _ .. •_;' ... INSPECTION MAT'L SAMPLING QTY __ OSHPD ___ Concrete Cylinders -- _OSA __ Cement -- ~Specialty ___ Mortar Samples -- __ Mechanical _____ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- X Concrete __ Fireproofing __ Masonry ___ Units (block offilick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone ___ Roofing --__ Pile Driving __ Reinf. Steel ' . __ Fireproofing _-_Steel -- __ Waterproofing ___ H.S. Bolts --- __ Non-Destructive -,;.,f',;.• __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -· REMARKS ~ -t..) (J._ \ 'Z II }t f>. \I PROJECT (Name) LG'ho L-,4.1,.-1) (Address) &ta-< 6~d-£> CA, REPORT NO. 0;,<"1·7Q2.Q"L --5~;2J3 Building Permit No, _'.zi...7~-.... 3='2.."-'-\-'-"-8,_· _______ _ Plan File No ..... ·------'------------ Govt Contract No.--,-----'---------- OSA or OSHPD #-. ----------'-------- Other -L::A:c., 001~ v d u kT: #: I a Vy e MATERIAL DESCRIPTION INSPECTION CHECKLIST ·x Rinf.: Rebar flful~ ~£.-bi'l 2:5,._ Plan & Specs -. Rinf,, W.W.F. .2s... Clearances _ Rihf.: Tendons >.:. Positions ___ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi }.--Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ __ Grout: Mix #/psi _ Consolidation _. Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ Steel _H.S.Bolts _. Metal Decking _ Electrodes - _ Fireproofing _Other _ Corrective action required __ _ Corrections completed _OV:<,:D:s · A-1 L,-J> '-d::( sfW\ b...,.._;- s t+t-ntn:: -5 :r:o W 3b::i, \ ---.. __ CERTIFICATION OF COMPLIANCE: To the best of our knowiedge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · - INSPECTOR NAME Y c:?X-5,--/"\.,L,, -S ~ !fiIT7::,l)o.. s..,,,-J ' CERT. NO. 01,ie ~C:I '?J \ .... 9i ~ INSPECTOR SIGNATURE~ ...... _f..Pr1ntc1earty) --~ S---,1.<: \ ~ ·~~ . PSI-B-900-170(2) PATE , S:..,, :z-"i 'e .. " 't.•,. Page_1_of_ INSPECTION REPORT DATE e;-18 -'i~ Architect ______ ""-----,--.------------'--------- Engineer __ ~~, .... o ______ --'---"--~------- Contractor. ¥:>'=!Yt:::"-';-A;<\--S> s. INSPECTION MAT'L SAMPLING QTY __ OSHPD ___ Concrete-Cylinders -·- _OSA __ Cement --X Specialty ___ . Mortar Samples --·-__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing _. _ Masonry Block --l><"' Concrete --. Fireproofing --__ Masonry _. _ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --·- __ Pile Driving __ Reinf. St!!el: -- __ Fireproofing __ Steel --· __ Waterproofing __ H.S.'Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other. -- __ Bolt Pull-Out -.-. Other -- REMARKS a:r: <D::\<£. kt'.l<.ooow PROJECT (Name) t.-<=c::, o LA-r-,.,S") (Address) C::da,...Ls ...._ A£> M. REPORT NO. QS.~·::Z ..;;'2,q2._. -5~3Jf Building Permit No. __,_v~A-'----------- Pl~n File N9. __________________ _ Govt. Contract No.--'-'~~----------- OSA or OSHPO #-'----___,;,---"'----- Other m , ,y \ '-A-,...._, ~ :5 c.1.f:Ne-Co <;\. m o "i> <£\.. MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebartl~IS ~~.1.. ~O ~ Plan & Specs _ Rinf.: W.W.F. __i:.. Clearances __ . Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi ~ Sizes __ Conq.: Mix #/psi _2Laps ___ ¢onc.:Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi . __ Consolidatio __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied -_._Steel - __ H.S. Bolts ... __ Metal Decking __ Electrodes ___ ._ Fireproofing _. --·-Other _ Corrective action required __ _ Corrections completed M tlVIL>f\:NV , .> AS c..\-\ <:R-:K <z--0 -> -;, ,t·, c c?« W, rv t;, TP CERTIFICATION OF COMPLIANCE: To the best of our knowiedge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes, This report covers the loc_ations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 0_..!:;l _e:!=.i"rL..:=~:=::...!.;c....:=-· ~.....!---'--'=-.:...=.:....::;.:~=-----CERT..NO. 051;,oc, t;1 -5 !:!. (Print Clearly) INSPECTOR SIGNATURE..-:;....c:,=-._t>~__,....,"'r>.,..,..__, _ ___,,.-,:;....:::::;=- Ps1-s-soo-110(2J Page_1_of_ · INSPECTION REPORT CLIENT ~{11-,a LA,-c.-,t> DATE 7-7-f:$ Architect_=-=o~-----.,.------------ Engineer 1?2d&TI& INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing --. Masonry Block -- ~Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS AZ: PROJECT (Name) ,?&?P <-"'hkl7> (Address) &u .. µr,i3A'i) /14, REPORT NO. '2:S!1-ZQ?Q7.. Building Permit No. _.M ..... _ .,._-A,__ __________ _ Plan File No. ________________ _ Govt. Contract No.------~-------- OSA or OSHPD #---------~--=--7.....-- Other J-.A(,ca-v ,-,?,,,µ /54zA,;1":} @l)(-d'. 9$7 -4. T t.,..,,,,, t.. L MATERIAL DESCRIPTION INSPECTION CHECKLIST ::,.,-Rinf.: Rebar t/.6/.5 • C!£'2Q .;),,. Plan & Specs _ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons· ~ Positions __ Cone.: Mix #/psi -2-Sizes _. _ Cone.: Mix #/psi -2:.Laps __ Cone.: Mix #/psi -__ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching _ .. -Units: Block __ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ __ Corrections completed ' ;, ., CERTIFICATION OF COMPLIANCE: To the best of our knowle9ge, all of the reported work, unless otherwise noted, s.ubstantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of-the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO. ~ae,iq-101-BS DATE_L:;..._..L-.~~~i:::.._ _______________ _ PSl-8-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT L 6"Go LA ,.._.1> DATE 7 -c., -S 'f2 Architect__."-=-=--------------,------------- Engineer 'vi A 0--·" 1v Contractor. Y::>""0---J"-' ,q (1....1') c., . B4-,:rD:\tD'.ks INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _QSA __ Cement __ specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -·- __ Roofing __ Masonry Block -- .2S__Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing --H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) -- __ soils Technician · __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS DD -$ 5T7:Bi£L- PROJECT (Name) Lfilm? <-AN"i::> (Address) C;<A &v---B ;a Di (:.j.'\ , REPORT No.------'-.,.........."-",-=--.-~--v-':~--O~A-7 o i,-o t ~ Building Permit No.~:=--------------- Plan File No, __________________ _ Govt. :Contract No.--~----,------- OSA or OSHPD #-------'-------- MATERIAL OESCRIPTION INSPECTION CHECKLIST >< Rinf.: ~ebar ifH::i~$ -,:.~ !,QO ~ Plan & Specs __ . Rinf.: W.W.F. >-Clearances __ Rinf.: Tendons -_:::.._ Positions __ Cone;: Mix #/psi · .2::..Sizes __ . Cone.: Mix #/psi x Laps ___ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block Electrode Storage __ . Units: Brick __ Torque Applied __ Steel _._ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing . __ Other ___ Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted,.substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. DSBOCzSI 8'.S DATE _7 -6-'i S PSI-B-900-170(2) ·DBI Geotechn~cal l -, Environmental •-~ Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT 4BZ'e<2 t.dl&:D DATE 7-B-z:, Architect_JA"'-"'a=~--------~------- Engineer t?l&t<:T'l&' INSPECTION MAT'LSAMPLING QTY _OSHPD ><. Concrete Cylinders __!:L__ _OSA _. _Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing _. _ Masonry Block ~Concrete _._Fireproofing. -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ .Roofing .-- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -·-- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant . __ Other -- __ Bolt Pull-Out __ Other -·- REMARKS 4:NI> :S<48 · PROJECT-(Name} L6t?o LA,vp (Address) Qtl<,o; 04Z:> Ck, REPORT NO. O.Sf·7aw, -77V Building Per_mitNo ....... t<,~~.L..·----------- Plan File NO,----------'--------- Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other 1>1,A.11 '-A~i:> tw:1Slf11(,,671H,./ mo1.:>CR:.--'FT6 MATERIAL DESCRIPTION· INSPECTION CHECKLIST ·_k_ Rinf.: Rebar tJ.t.15. -,1a::C::. ~ ~ Plan & Specs _ Rinf.: W.W.F. ~ Clearances _._ .. Rinf.: Tendons . -"'::" Positions X Cone.: Mix #/psi3ta1YS¢c:PO _Sizes ____ Cone.: Mix #/psi _Laps. _. _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi ~ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ St~el __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIAN.CE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME JA,nl,c:fZ<--p 'Pe::z:z;-:ns,=,,.> '""'c•~ INSPECTOR SIGNATURE pJ 7? ·. PSl·B-900-170(2) · CERT. NO. oBeo9.o/-6B DATE 7, S -'i~ l. P~ge_1_of _J_ INSPECTION REPORT CLIENT t.. ~o L,4-µ D DATE 5'-'2 ... · 9 3 Architect-----------------'---· PROJECT (Name) tdnao ~,uh (Address) C+it2-L.";;>i=!, A J:? Y:\, REPORT NO. 05'i · t'O L01-- Building Pe:rmit No. 9J...2Qz. 7 A:;17-<z7ltp,.c ,::-Pea-r-,1z:r,,, -r. Engineer_rrl._"4 ____ P-~T7_N-,-4_lti __ · tv_·_'-JV-~-------------- Plan File NO,-------'------------ Govt. Contract No.--------------- OSA or QSHPD #-.,.-.----------,--- Other. UJ?, o -Ot"--1 l>bt' INSPECTION MAT'i:. SAMPLING QTY MATERIAL O1;:SCRIPTION INSPECTION CHECKLIST __ OSHPD ~ Concrete Cylinders ...!:I-~Rinf.: Rebar Aht :S • ~. -tP ~ Plan & Specs _OSA __ Cement --_._ Rinf.: W.W.F. ;,.,-Clearances ~Specialty __ Mortar Samples -·--· _ Rinf.: Tendons ~ Positions __ Mechanical __ Grout Samples --· ~ Cone., Mix #/psi 35~/ P -3 =o ~Sizes __ Electrical __ Masonry Prisms __ Cone.: Mix #/psi X L~ps __ Roofing _. _ Masonry Block ___ Cone.: Mix #/psi _ Future Continuity #/psi --· x" Concrete __ Fireproofing ___ -Grout Mix #/psi _ Consolidation -- __ Masonry __ Units (block or brick) __ Mortar: Type/psi _ Mortar Batching __ Struct Steel -. _Asphalt·Coricrete --___ Units: Sieck __ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brlck _ Torque Applied __ Pile Driving __ F.leinf. Steel --__ Steel __ Fireproofing ___ Steel __ _ H.S. Bolts __ Waterproofing __ H.S. Bolts --_____ Metal Decking . __ Non-Destructive _. __ Tendon (PT Strands) --__ Electrodes __ Soils Technician _._Other --__ Fireproofing __ Batch Plant -__ Other --__ Other-_ Corrective action required __ __ Bolt Pull-Out __ Other _ Corrections completed ., . . - P~v,"t:><,D::::, S\7 ('.l ) (}, ~14 t) {£ J L-A-p '?> \: L I C <.f:5,, _Eant1t>2C-,S 'A:c-:::'.:V j QVb')'L-A-LC- TI±c, :'53:\tiltr:':> -'$"Z.lQO A 4T CERTIFICATION OF COMPLIANCE: To the best of our k_nowledge, all of the reported work, unless ottierwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME Y~ i> Vc:IT?7:Tu?A·.V (Prtnt Clearty) j\ ·· INSPECTOR SIGNATUREY.,.,,_;\5 :C.:=.1 ~ _ PSl-8·900-170(2) CERT. NO. Derb09 £, I -~:B DATE o ..,. \"'2. -1 'S '{,· ' i ' ' • ~ -, Environmental I Geotechnical Page_1_of_ .. Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT ~GTt20 <, ~ DATE 5 -~z--, f> Architect __ ..._/.k> ............. u __ .....----'-___ -'-_____ _ Engineer MNi..--T:7 c,J INSPECTION MAT'L SAMPLING QTY --OSHPD __ Concrete Cylinders -- _OSA __ Cement -- 2--Specialty __ _ Mqrtar Samples -- __ Mechanical __ Grout ·samples -- __ Electrical ___ Masonry Prisms --__ Roofing --. Masonry Block -- L-concrete __ . Fireproofing --__ Masonry __ . Units ·(block or brick) --__ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving ___ Reinf. Steel -- __ Fireproofing ___ Steel -- __ waterproofing · ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -·- __ Soils Technician . __ Other --__ Batch Plant ___ Other -- __ Bolt Pull-Out ___ Other -- REMARKS PROJECT (Name)_,L""'07......,.a ...... <2:..-.,,(_.J1-ry~=---D..__ __ _ (Addi'ess)_.::~=.L......_, ;;;;,S-'~.ud:P~c.afC .. ~""-,-, __ REPORT NO. ose1::701,,-0 L -_5Z1/ l Building Permit No . ..L~::;,c'8"'-'-----.......,------- Plan File NO,--------'-------------'-- Govt. Contract No . ......,.-------------- OSA or 0$HPO #----'----------- Other 1> u ? L;Q MATERIAL DESCRIPTION INSPECTION CHECKLIST ...:a.c__ Rinf.: Rebar A'2\S ~~1,Q X Plan & Specs ____ Rinf.: W.W.F. L Clearances . __ Rinf.: Tendons ~ Positions . __ Cone.: Mix #/psi ~Sizes __ Cone.: Mix #/psi ~Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout:·Mix #/psi _ Consolidation __ Mortar: Type/psi _. Mortar Batching __ Units: Block _ Electrode Storage __ Units::Brick _ Torque Applied __ Steel. __ _ 1:1.s. Bolts ___ Metal Decking ! · __ Electrodes I I __ Fi.reproofing I · __ Other Corrective action required __ ! I _. _ Corrections completed I I I"$ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of ttie reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME \°:>Gy:uo:,L ~ Y\f"l:bY"::<a.,-0~ J~eariy)~. ~-- INSPECTOR SIGNATUREY_...io· ~-=--~ -t'~ _ _,..:.. y_.;;_~--,.+~ PSl-8-900-170(2) CERT. NO. Ok>:fJPS 2> \-f:,-?, Page_1_of_ INSP~CTION REPORT CLIENT t.'i[l.,o L,.q/L.,D DATE __ ':/~--Z~t_-~f~g---~-- Engineer fYZllr?-VN. d bu NrV. INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA __ Qement -- ~Specialty __ Mortar Samples -:- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- .,X_Concrete __ Fireproofing --__ Masonry __ !Jnits (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -·-- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other --· __ Bolt Pull-Out __ Other --- REMARKS Soun-I S/l)G"" ?lt-Di>({Y?- PROJECT (Name} L &?9 l...4/Vu (Address} @LS,c'i4:P <:A, REPORT NO. 0$9 -,.702,.,0 2,,, ~ .5l I ..... t. !141 I Building Permit No ..... --rt:'-'----==~~'-'----'----'------- Plan File NO,----------,--------- Govt. Contract No.--------------- OSA or OSHPD #"""---'---------------'- Other 2).,A'. Q SOU:z:a' b'?t_,nz.V n&n)G<.r - MATl;RIAL o·ESCRIPTION INSPECTION CHECKLIST x Rinf.: Rebar 4615.-Col!--'2 r2 ...._. Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons 2:... Positions --. Cone.: Mix #/psi X Sizes __ Cone.: Mix #/psi ~ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi --· Grout: Mix #/psi _. _ Consolidation .. __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied . __ .steel __ H.S. Bolts -- --. Metal Decking __ Electrodes. - __ Fireproofing -·-. Other __ Corrective action required __ ---. Corrections completed ? L6 C t-R?? c-r.n..-z: 4c c,. 01?-D t/v C2 0 y l A;;;yy 5:, 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Vca:rw ... ~ S \> •m~ N (Print Clearty) A INSPECTOR SIGNATURF-:V. ..A 12.:?.o S----2. PSI-B-900-170(2) CERT. NO. o'f5'.<o99 <p 1 -<2> 5 DATE 1-) • ~ \-', 'o Page_1_of_ INSPECTION REPORT CLIENT Lard? Lr:1::£:\4) DATE.__4~·--~-z._,~L_l~-__,q_o~0-------- Architect _____________ ---'----- Engineer '01A«-.-Tlf...::) es VCc-I'-)µ INSPECTION MAT'L SAMPLING QTY _OSHPD ~ Concrete Cylinders _:t_ _OSA __ Cement -- :>.:-Specialty _-_Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- ~Concrete .--Fireproofing -- __ Masonry -.-Units (block.or brick) -- __ Struct Steel __ Asphalt Concrete -·-- __ Prestress Cone _. _Roofing -- __ Pile Driving __ R'einf. Steel -- __ Fireproofing _._Steel --.-. __ Waterproofing __ . H.S. Bolts -- __ Non-Destructive ·_._Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _._Other --__ Bolt Pull-Out _. _Other REMARKS ::Du?<,, o :s 0\ ,, J7::f PROJECT (Name) L<:naa (,..f:4-zvl) (Address) Y4/2....(,_ s ?A-0 CA-,. REPORT NO. C?'b 9 -7 1.·-2 01 ~3 Building Permit No. __.fY,..=.,.M..:.....,... _____ ~----'--- Plan File No ________________ _ Govt. Contract No.-------------- OSA or OSHPD #-------------- Other¼l?Lc;, · Sou::o-+ t-t'1\,1\\'L.y 'f?O-, I'::> <-;1.r MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar . ~ Plan & Specs __ Rinf.: W.W.F. __ Clearances __ Rinf.: Ten_dons _ Positions >-Cone.: Mix #/psi ..,;-,_-z-~ -:z, oo -. Sizes __ Cone.: Mix #/psi. _Laps. __ . Cone.: Mi><: #/psi. _ Future Continuity #/psi __ Grout: Mix #/psj -. 2::... Consolidation ___ Mortar: Type/psi -. Mortar Batctiing __ Units: Block _ Electrode Storage _._ Uriits: Brick. _ Torque Applied ____ Steel -.-. H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing -.-. Other _ Corrective action required __ __ Corrections,completed c:;:::..o.a.._ A:T c..n A--L,-<, 5 . _s., b<,Z-' s=--c., l \ .,[l }>u,.0...,11',,lh ;'.:> !-ct-C 1-D'.2:::'.I C_:v', I J: • CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with.approved plans, specifications and applicable sections of the building codes. This.repqrt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF Yffil 67<= ~ Y <,_?.....,--Z~5:&;)7'..."'I (Print Clearly) f\ · INSPECTOR SIGNATURE ::P~ i?:: ~ PSl·B-900-170(2) CERT. NO. • oeeo9 S'); -G 2i PATE: ~, '.L'-t -9 S -..--. ' . TESTED FOR: DATE: REPORT OF_ CONCRETE COMPRE$S10N TEST MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 05, 1998 PROJECT: L~GOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-554 .. ---=========================================~ FIELD DATA: LOCATION OF PLACEMENT DUPLO SOUTH ENTRY BRIDGE (-SOUTH WALLS) DATE PLACED TIME April 24, ·1998 01:15 pm SUPPLIER NELSON & SLOAN SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 71 CONCRETETEMPERATURE, °F 85 DATE RECEIVED IN LAB April. 27, :).998 FIELD DATA SUBMITTED BY ·psr\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN DELIVERY TICKET NO.ffRUCKNO. MIX NUMSERAND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMP.RESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF :LOAD DIAMETER AREA STRENGTH TYPE OF BREAK,., NUMBER OR SET NO. {DAYS) TEST (~BS.) {IN.) {SQ.IN.) {PSI) - 16884 A 7 .05/01/98 94000 6.00 28.27 3330 Cone 16884 B 28 05/22/98 16884 C 28 05/22/98 16884 D ·---·-. --·· --f------·-· ----------- s PECIFICATIONS 28 3000 I -------·-----' REMARKS: X Cylinders made by PSI represe·ntative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617"-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNA.Rb BROTHERS, H.O.K., ~rTr OF CARLS~AD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY.NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Di_ego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ·1 Environmental ·IJSf Geotechn{cal Page....:Lot.2:-· •-,. Construction - Consulting • Engineering • Testing INSPECTION REPORT cuENT Lc90 DATE ~ -/~ -7'!: Architect __ t/ ____ O ..... A~t:C.--%=----<--"--v__..c/4"-"--"'-;---"c-=:;: __ Engineer_@L..--...0 ..... /JJ:fe._,_,__ ..... h._.<.)_,. _c:f-:.._ ..... rrJ.---'-"-'-_ .L.JA::;'-"2-.-/µL.L.;;..:~=-· ...,.. __ _ Contractor. _ _,3__,_?! ... ._,/!_._n,__.tt'-'-Lt2.""'-d_s,, __ ..,_ _ __,3 .... -~-~ .... ..,.,o"""-:-S~, --- INSPECTION MAT'L SAMPLING _±l _OSHPD · / Concrete Cylinders _OSA __ Cement -- __ Specialty __ Mortar Samples ---- __ Mechanical _-_ Grout Samples -- __ Electrical ___ Masonry Prisms __ Roofing ___ Masonry Bloc_k --.. /concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving _-__ Reinf. Steel -- __ Fireproofing ___ Steel ---- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --- __ Soils Technician __ Other -- __ Batch Plant __ Other. PROJECT(Name} -Lcr;.,_o,/4-.nd (Address) _________________ _ RE;PORJ NO. ---,-___,..~---..-:..-':---t-t+-:-~ Building Permit No. ---+-i.._____.__,...,___.'-4-___ :...x..~~ Plan File NO,--------------------- Govt. Contract No.-------~--~--~ CSA or 08)$D #/4:) Other_ _ L]i> ~ _ -- . MATERIAL DESCRIPTION INSPECTION CHECKLIST / Ririf.: Reba_r /k'Tm /l..'2.1..s ......-Plan & Specs __ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _·Positions .L Cone.: Mix #/psi'1:U/:,,n,o _Sizes -7 __ Cone.: Mix #/psi -_ _Laps ___ Cone.: Mix #/psi -_ Fut1,1re Continuity #/psi _ Grout: Mix #/psi L Consolidation --Mortar: Type/psi _ Mo'rtar Batching _ Units:·Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _-_ H.S. Bolts _ Metal Dec!<ing ___ Electrodes ___ Fireproofing - _ ._Other _ Corrective action required ___ __ Bolt Pull-Out ___ Other ---_ Corrections completed REMARKS \ iJ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, II of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report-covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Dn--n ?1rm tttS I::" CERT. No. Ic.ac-11-3S3j<l Si} :/I: 3S:I :};)~G INSPECTOR SIGNATURI' -~~~Q PSI-B-900-170(2) :: : . _: -l -.•I Professional Service Industries, Inc. · American Engineering Division . · _ INSPECTION REPORT ProjectName(perplans)k,QkJ-Dv,Jo rJ:ll-41P -/47/POAJ Inspector's Name---------------'----- Ps1 B-900-171 l ..,.16:!!-;/ J-riformation ~.,. ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA -ENCINAS SUITE 130 CARLSBAD, CA 92008 November 05, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OURREPORT N0.:059-70202-1028 LOCATION OF PLACEMENT BIRTHDAY TENT, CASTLE HILL COLUMN FOOTINS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 0-S, 1998 02:00 pm 4 AIR TEMPERATURE,°F 7 0 CONCRETE TEMPERATURE,°F 7 2 DATE RECEIVED IN LAB December 02, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER PALOMAR TRANSIT MIX DELIVE~Y TICKET NO./TRUCK NO. 8 6 8 2 4 3 MIX NUMBER AND PROPORTIONS 3 2 3 0 0 3 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS LABORATORY NUMBER 18319 18319 18319 18319 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATIO ~ AGE DATE OF OR SET NO. [DAYS) TEST A 28 ;I.2/03/98 B 28 12/03/98. C 28 12/03/98 D 28 12/03/98 28 -~ Cylinders made by PSI representative. Cylinders made by Archltecfs or Contractor's representative. ASTM C39°94 TOTAL CYLINDER LOAD DIAMETER [LBS.) (IN.J 103000 q.00 101000 6.00 106000 6.00 105000 6.00 X Cyllqders picked up by PSI _ representative. _ Cylinders delivered to·PSI laboratory. CYLINDER COMPRESSIVE ·AREA STRENGTH [SQ.,IN.) [PSI) TYPE OF BREAK 28.27 3640 Cone 28.27 3570 Cone 28.27 37;30 Cone 28.27 3710 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable speclllcs1tions. TECHNICIAN: DAN RAMAGE co FO Respectfully submitted, Professional Service lndustr.· s, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K.1 CITY OF CARLSBAD ~~c THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!l:ESTED AND MAY NOT BE INDICATIVE OF THE ENTIIIDNCRETE PLACEMENT. REPOirrs MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHO\YRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRJEJS,C. PSI A-200-4 (4}f DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ,, . ' l ,.~ ;J Irifof1!U1tion · ~~• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008' September 09, 1998 LOCATION OF PLACEMENT BIRTHDAY TENT FOOTINGS DATE PLACED TIME SLUMP,IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 24, 1998 07:20 am 4 69 86 August 25, 1998 PSI\DAN RAMAGE NELSON &.SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORTNO.: 059-70202-872 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 1386 NOTE· AFPUCABLEASTM STANOARQS UNLESS OTHERWISE INPICATEO·SLU~e· C1:13·90a· AIR CONTENT· C231-91b· TEMPEBAIVBE· C108,H16Ci3)' CAPPING· 0123,1-93 LABORATORY NUMBER 17636 17636 17636 17636 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 08/31/98 B 28 09/21/98 C 28 09/21/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s represenlative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 85000 6.00 117900 6.00 121000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered.to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3010 Cone 28.27 4140 Cone 28.27 4280 Cone 3000 X Test results comply with applicable specifications. Test resulls do not comply with ....... CoNFO s TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHER~, H.O.K., CITY OF CARLSBAD Respectfully submitted, 2!5::!_onal Service Industries, Inc. DAVS/4 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, IN9. PSI A-200-<I (4)F DISTRICT GER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ... .,.., En~I . .,...,,,. Geotechn1cal •-., Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: July 14, 1998 REVISION #1 OUR REPOR1 NO.; 059-70202-762 FIELD DATA: LOCATION OF PLACEMENT CASTLE HILL STAIR WELL DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 03, 1998 07:15 am. 3· 62 78 July 06, 1998 PSI\ROLAND ROOT NELSON·& SLO/lli SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX ·NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 711205 1386 NOTE· APPLICABL~_i,,,l.!NLEfill...QIJ:f~NDlCAif!ULUMP· CHHPa· AJB CONTENT-C231-91b· _TEMPERATURE· c1054-86193)'. CAPPING· C12~1-93 SPECIMEN . TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17385 A 7 17385 B 28 17385 C 2·8 17385 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 .. TOTAL CYLINDER DATE OF LOAD :DIAMETER TEST (LBS,) (IN,) 07 /1-0/98 72000 6.00 .07/31/98 110000 6.00 07/31/98 100000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by p's1 X represen_tative. Cylinders made by Archit~ct's or Conlracto(s representative. ·Cylinders delivered lo PSI laboratory. CYLINDER . COMPRESSIVE AREA STRENGTH (SQ.IN:) (PSI) TYPE OF BREAK 28.27 2550 Cone 28 .. 27 3890 Cone 28.27 3540 Cone .3000 Test results comply with applicable X specifications. Test results do not comply with · applicable specifications. ALL CYLINDE~S C~PPED IN ACGORDANCE WITH ASTM C617-94. TECHNICIAN: C -~lll:l"'""O r \-: • ! i.i i ROLAND ROOT ·01\1 r"' s cc: LEGOLAND (4), BERNARD BROTHERS~ H.0,-K., CITY OF.CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ([;as;, DAVID J.;gAN, RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l"' .:!" •J Information ~.,, •. To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTAT~S INC 5600 AVENIPA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 14, 1998 OUR REPORT NO.: 059-70202-762 FIELD DATA: LOCATION OF PLACEMENT CASTLE HILL STAIR WELL DATE PLACED TIME SLUMP, IN. AIR CONTENT, % July 03, 1998 07:15 am 3 AIR TEMPERATURE, °F 62 CONCRETE TEMPERATURE, °F 78 DATE RECEIVED IN LAB July 06; 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROO'l' MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE ~CA!lLE ASTM STANOAB~LESS OTHERWISE INPICATJ:12: SLUMP· cJ.j3-~0a· AJR CONTENT· C23Mlb" TEMPERATURE· CJ OB,!·~ CAPPING· CJ231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17385 A 7 17385 ·B 28 17385 C 28 17385 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 07/10/98 72000 6.00 .07/31/98 07 /31/98 - CYLINDER COMPRESSIVE AREA STRENGTH (SO:IN.) (PSI) 28.27 2550 3000 NELSON & SLOAN 711205 1386 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by-PSI X representative. · Test results comply wilh applicable specifications. Cylinders made by Architect's or Contracto~s representative. _ Cylinders delivered to PSI-laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCQRDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE IND\JSTRIES, INC. PSI A•200-4 (4JF DISTRI Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ' lPiiilto,tJ!ffJ:-----------·:, ---,-'---·-;--······...,,...· -'~·-··· "'-'--"----. =-·:':;---'.'.:, '....;:;;;.~\=~:':i:.:;._• ·.:·;;;.a;.;:~.-.. '-'-· . ...;.;,;...;;.,~~-P,.....ag-=-e-=1 -of_i_ ..... _. Engineering· •'_Consutting • Testim., INSPECTION REPORT . PROJECT (Name)---'· /+-=--=-_,,?' ..... a;;..,/4_·~---------=J'-· __ CUENT _ _..L'--~-'G=-~-0=------ DATE ___ g,__,_,_,J....__-__ 5<?'-=-_,- Architect _ __,_/-/--=---....;::;O'----'/_c ____ ------· Engineer__,.W'---..... 14:'-'-~.c=..:.t=f/-=L)'--' _..-y_L...1)1,__,_,· ~'-'-.u..ic__,t,,,.,_/.!..::A)=-· -- Contractor. __ ~.-c...-73.-.___C_==------~-------'- INSPECTION MAT'LSAMPLING 0¥ _QSHPD _;d. Concrete Cylinders _QSA __ Cement.· --__ Specialty _._Mortar Samples -·-·- __ Mechanical __ Grout Samples -.-__ Etecirical __ Masonry Prisms __ Roofing ___ Masonry Block -- ~Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --· __ Pile Driving __ Reinf. Steel --· __ Fireproofing _-_$teal -·-- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ soils Technician _-_Other -- __ Batch Plant _._Other __ Bolt Pull-Out __ Other --·- (Address) . . ~Btr>:i. a. I ,,Ul REPORT NO. ~o 2..6 z.. --sr1 J3 Building Permit No. _____________ ~ Plan File No·-------------------,, Govt. Contract No.-~.,-------------- OSA or ~Hl:.Q) : . Other C-Mlk · lit//, &1;;,?Yt UM'« . V1'k-t (; MATERIAL DESCRIP.iZ. INSPECTION CHECKLIST _&:Rint:: Rebar Jl,,5,rn,, ,/S _!¼. Plan & Specs _ Rinf.: W.W.F .. 1r._ Clearances _. Rinf.: Tendons ~ Positions L Cone.: Mix #/psi i.,~ ~~,.,A.,. ~ ><sizes C · M" #/ . . / _Laps _ 9nc.: 1x psi . . _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi K Consolidation _ Mortar: Type/psi _. Mortar Batching _ Units: Block _ Eiectrode Storage _ Units.: Brick _ Torque Applied _Steer _H.S.Bolts _ Metal Decking _ Electrodes .-Fireproofing . i _Other _ Corrective action required __ ! .. -Corrections completed l ' CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all.of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes: ihis reporrcovers the locations of-the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAf,,1;:i) !z:n ~~'9-'<y' J~-t.3~~=?'-"$'oe....£..3:i~<l1-+-l -...... 5~'lJ-=1_3~S""J<-+-/ __ INSPECTOR SIGNATUP:J::it ?Cl ,~·. • .e_ OATE __ ___,<7'11!!--~/~3..e._-_~~'-'-------- Ps1-s-soo-110<2i l . . ~ ., Environmental • Geotechn{cal Page_1_of_ • Construcflon Consulting • Engineering • Testing INSP-ECTION REPORT DATE -, -1 <:, -9-5' Architect '-1-01<-- INSPECTION MAT'l,. SAMPLING QTY _OSHPD .c__ Concrete Cylinders ~ _OSA · __ Cement --__ specialty __ Mortar Samples --__ Mechanical __ Grout Samples _ Electrical __ · Masonry Prisms _Roofing __ Masonry Block -- Lconcrete __ Fireproofing _Masonry __ Units (block or brick) -- _ Struct Steel _-_Asphalt Concrete _ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel --- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -·- __ Bolt Pull-Out __ Other --·- REMARKS PROJECT (Name) Lcl?;:,O c_,q,-t,,1":) (Address) C144L&i3J&.D C4t REPORT NO. OSct-702-0?..... Building Permit No. -2~-'° ..... 2'-~__..2""'.o'--"'5~------~-- Plan File No.-"-~--------------- Govt. Contract No.---,-------------- CSA or OSHPD #-~-------,------- Other C,,r:ts rz.s: µ/e-L-. tDt45 ITl""-&.u er ,"l...J4n-1? - MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar A6l1 -<!,,t.. GD . ~ Plan & Specs _ Rinf.: W.W.F. ><::' Clearances _ Rinf.: Tendons ~ Positions _k_ Cone.: Mix #/psi 13 ¥cop _Sizes _ Cone.: Mix #/psi . . _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi >-Consolidation _ Mortar: Type/psi _ Mortar Batching _ li.lnits: ·Block _· Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking __ __ Electrodes _ Fireproofing _Other _ Corrective action required--,- _ Corrections completed ' TYcC CMsrr--<.r t(l~L-C..QASn;-;r-7t.--. J3,jS{f: i:k .. j;:J. ©-LI tr J2.A-m}>. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections ofthe building codes. This report covers the-locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~ c9?-C-:?2e-? p.,.,rrz-,0-t...c;;..;),.._J ~ INSPECTORSIGNATUR~~ PSI-B-900-170(2) CERT. NO. a§eQv'EJ/-1;[9 DATE .7.-: I &-1 ~ _ _J Page_1_of_ INSPECTION REPORT CLIENT Ltn;.o ~t:\&-C DA TE 7 - ' -=, -::'.\ '5? Architect 'r'i o IL Engineer ::JY') A-&.., ,u INSPECTION _OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing ...k...Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out ·REMARKS € "t"t, \(__ -J -ro ~\ . MAT'L SAMPLING _·_ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms . __ Masonry Block __ Fireproofing __ Units (biock or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands)· __ Other _._Other . __ Other C0\'-1~10. QTY -- -- . . -- -- .. -- -- -- -- -·-- -- -- -- -- PROJECT (Name) U:leo \ A::b,,i;> (Address) cµ....µ;--._~ r, A , REPORTNO. c;,,.:,e,.:,.,;'2,,c:3-, Building Permit No. ______________ _ Plan File N0,--'-----~--------- Govt. Contract No.-----,,------------- OSA or OSHPD #-------------- Other C-0 ">-rL\£ '*, "--'-- MATERIAL DESCRIPTION INSPECTION CHECKLIST -2!.. Rinf.: Rebar El;(:,\:S· ~11:,-t,D ~ Plan & Specs __ Rinf.: W.W.F. '>.:--Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi LSizes __ Cone.: Mix #/psi _.::,,,;_Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation . __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage -. _. _ Units: Brick _ Torque Applied __ Steel. ' __ H.S, Bolts __ Metal Decking . __ Eiectrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections-completed ::::-::-,..,,, . . ~- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does _not constitute engineering opin· ion or project control. DATE 7 -\ ~ -"\ ,S PSI-B-900-170(2) REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 9:2008 February 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-7020~-316 LOCATION OF PLACEMENT ELECTRICAL ENCASEMENT @ WEST SIDE OF CA.STLE HILL COASTER DATE PLACED TIME SLUMP, IN. AIR CONTl;NT, % AIR TEMPERATURE, °F February 19, 1998 02 :50 pm 8 1/2 62 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT·. WATER CONCRETE TEMPERATURE, °F 68 FINI;: AGGREGATE COARSE AGGRl;GATE ADMIXTURE DATE RECEIVED IN LAB February· 20, 1998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\CARLOS HERNANDEZ NELSON&· SLO~ . . COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 679641 1408 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16409 A 7 02/2'6/98 · 16409 B 28 03/19/98 16409 C 28· 93/19/98 16409 D SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders made by Architect's or Contr"!cto(s representative. l:OAD DIAMETER (LBS.) 121000 Cylinders picked up by_PSI X representative. (IN.) 6.00 Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.I~.) (PSI) • TYPE OF BREAK 28.27 4280 Cone 3000 Test results comply with applicable specifications. Test results·do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REf'.RODUCED, EXCEPT IN FU.LL, WITHOUT W.RITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-20().4 (4)F Respectfully submitted, JJ;::leVusuies, Inc. DAVID ~(£:;;;;- DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES, INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-317 LOCATION OF PLACEMENT FOOTNGS @ D-5 @ MARLAE CORAR;EX DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 20, 19918 04:0o pm 3 3/4 59 64 February 23, 1998 PSI\CARLO~ HERNANDEZ NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 679826 522 NOTE:/lePLICABLE.MJM S.IANDA80S..!J.l)ILESS QTI:lERWIS.EJl'IQl.~~UMp· C143-90a.-AIR CONTENT· C231-91b• TEMP~RATURE· C106,l-86{i3)· CAPPING· C123j-93 COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS), TEST 16410 A 7 0"2,/27/98 16410 B 28 03/20/98 16410 C 28 03/20/98 16410 D ._ SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represenlative, Cylinders made by Architect"s or Contracto(s representative. ASTMC39-94 TOTAL CYtlNDER LOAD' DIAMETER (LBS.) (IN.) 110000 6.00 . , ' ' Cylinders picked up by PSI :X representative. Cylinders delivered 16 PSI laboratory. CYLINDER COMPRESSIVE "AREA STRENGTH (SQ.IN.) (PSI) . TYPE OF BREAK 28.27 3890 Cone 3000 Test results comply with applicable spi\cifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HE~ANDEz· cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT: REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN Pl;RMISSION BY PROFESSIONAL SERVigE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~~Ice lirdustries, Inc. DAVIDJ. R'l:'1-- DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive; Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Information • .ToBuildOn Page_1_of _l_ Engineering • Consulting • Testing INSPECTION· RE:PORT PROJECT (Name) Lt!! J ,r,/4.-,. d. CLIENT_,,-L-""4_· ..,,., __ ti) ___ _ DAT,__E _ _./i ..... c?'---...... ,2.,._._7_~_'7_,_. ___ '3_ Architect._ ___ ;./ _______ CJ __ C'-='--------- Engineer ____ /(1"-----=---"t:J"--Mf~-t--------'----- Contractor. __ JS __ 73 __ c _______ _ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --_OSA __ Cement --__ specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masomy Prisms --__ Roofing __ Masonry Block ---__ concrete __ Fireproofing --__ Masonry __ Units-(block or brick) --.J!... Struct Steel ___ Asphalt Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving ' __ Reinf. Steel --·- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts --__ Non;Destructive __ Tendon (PT Strancls) --- __ Soils Technician ___ Other -- __ Batch Plant __ Other ----- __ Bolt Pull-Out -__ Other -- - · (Address) "9- . ~M) ~. REPORT NO. ___ 7__..a ...... Z-..e.._...::z__=---9__,,§.....,1'---- Building Permit No. ________________ _ Plan File No.,...._ --------------- Govt. Contract No.--------------- OSkor OSHPD #------------- Other _________________ _ MATERIAL DESCRIPTION ~SPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. 4-Clearances ·_ Rinf.; Tenc:tons X,_ Positions - _ Cone:.: Mix #/psi .:;£_Sizes _ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage I _ Units: Brick . p _ Torque Applied I l(L Steel_ /k7M A s· 3'.-I _H.S.Bolts I _ Metal Decking I ·- ___ Elec:trodes i _ Fireproofing _Other _ Corrective action required __ ; -_ Corrections completed l CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the report~d work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes, This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME b I'>< L-.,.":Y (Prin~ INSPECTORSIGNATURF~~ ~ PSl-8-900-170(2) _ CERT. NO._~----------------- DAT~..,__.._......,/t....,.b_-_,:J,_;1 __ )'1-?..__ __ _ l •,~•, Informa,tion ~.;,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 PROjECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July OJ., 1998 OUR REPORT NO.: 059-70202-739 FIELD DATA: LOCATION OF PLACEMENT FUNTOWN FIRE ENGINE SHOW BLEACHERS NORTH SIDE DATE PLACED TIME June 24, 1998 08:00 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. AIR CONTENT, % 4 MIX NUMBER AND PROPORTIONS 522 CEMENT 70 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 25, 19.98 PSI\DEREK PETERSON NELSON & SLOAN WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLEASTM STANDAB~LESS OTHERWISE lNl:1JChTED· SLUMP· C143-90a· AIB CONTENT· C231-91b· TEMPERATURE: C1Q64-86(93)· CAPPING: Cj231-93 LABORATORY NUMBER 17314 17314 17314 173J.4 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 07/0J./98 B 28 07/22/98 C 28 07/22/98 D 28 07/22/98 28 X Cylinders made by PSI representative. Cylinders made by Architect's or· Contracto(s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 62000 6.00 91000 6.00 88000 6.00 -Cylinders picked up by PSI X represeiilative. Cylinders delivered to·PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK .. 28.27 2J.90 Cone 28.27 3220 Cone 28.27 3il0 Cone 3000 X ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMiSSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~al Service Industries,. Inc. DAV:~ , RCE DISTRICT AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l .,i?;iJ Infon;zation It!..,• $To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 07, 1999 LOCATION OF PLACEMENT THE RIDGE SIGN -FOOTING DA1EPLACED TIME SLUMP, IN. AIR CON1ENT, % January 07, 1999' 01:20 pm 3 1/2 AIR 1EMPERATURE,°F 6 8 CONCRETE 1EMPERATURE,°F 6 5 DA1ERECEIVEDINLAB January 08; 1999 FIELD DATA SUBMITTED BY PSI\DAN RAMAGlE MIX DATA SUBMITTED BY NELSON & SLOAN PROJECT: LEGOLAND. THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-1072 SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. 7 5 8124 MIXNUMBERAND PROPORTIONS 552 CEMENT WA1ER FINE AGGR.EGA1E COARSE AGGREGA1E ADMIXTURE NOTE: APfLlCABl E ASTM STANPARDSNLSSS 01JiE8)YR?E 11'/DICAIE!SLUMP·-c J 43-90a· AJR CONTENT· C231-9 rt;f;MPERAniRB· CI ~4-86193)·, CAPPING· C 1231-93, SPECIMEN TEST LABORATORY IDENTIFICATIO ~ AGE NUMBER OR SET NO. (DAYS) 18587 A 7 18587 B 28 18587 C 28· SPECIFICATIONS 28 COMPRESSION TEST RESULTS .ASTM C39-94 TOfAL CYLINDER DATE OF LOAD 'DIAMETER TEST . (LBS.) (IN.) 01/14/99 80000 6.00 02/04/99 110000 6.00 02/04/99 117000 6.00 REMARKS: _K Cylinders made by PSI·representatlve. Cylinders plck~d up by PSI ,K repi:esentatlve. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM r TECHNICIAN: DAN RAMAGE CYLINDER COMPRESSI\/E AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2830 Cone 28.27 3890 Cone 28.27 4140 Cone 3000 x Test results comply with applicable speclflcatlons. Test results do not comply with C61Gc5NFoRMS cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CI'fY OF CARLSBAD Respectfully submitted, ~essional S9rvwe ln~us, : s, Inc. l ·~·l,.,,. J' / j I , -,. ""'II O ' / .,, ; ,•.,.4 .. ;tt~ } ./,,.;, ,';~, l1 . ;, (, . ; ..... ,. THESE TEST RESULTS APPLY ONLY TO THE SPE:CIFIC SAMPL=-rED AND MAY NOT BE INDICATIVE OF THE ENTIRDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOWRITTEN PERMISSION BY PROFESSIONAL SERVICE !NDUSfRIEJS;C. PSI A-200-4 (4)F \.. L(,.Vg,. \.: i ~r.-#'',I. .......,. . '? /I DAVID J. -fjAN I RCE (/ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • fhone 619/455-0544 • Fax 619/455-1170 11 l ,.~ •f lnJormatzon 1:f..,,•~ro Build On Page_1_of_)_ , Engineering • Consulting • Testing INSPECTION REPORT PROJ!=CT (Name)_-=~c..=..,~o-/ ...... ~....:-.-=:~d--cuENT Le '7 o DATE I --z. r -s 9 Architect H O /( (Address) ffi.ki?,.,4:1) C: 1 REPORT N0,-,----, ___ 7_o-z,~0~2--A~V.-~~~ - Builqing Permit No. ___ q_,:;--'------""'Z.. .... O~Z.=------ Plan FileNo, _______________ _ Engineer ___ -'-Y\1\.--~'---tV\._~· ---'-----------,--Govt. Contract No.--'--------------- Contractor. ____ ~ ___ J} __ ,.__-=C=: ------"------ OSAor OS~D # Other LksT/4 L.u~ INSPECTION _QSHPD __ QSA __ Specialty _ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry -,,,,,h. Struct Steel __ Prestress Cone __ .Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Solt Pull-Out MAT'L SAMPLING __ Concrete Cylinders · __ Cell)~nt __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block ·-.-Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. .steel __ Steel __ H:S. Bolts __ Tendon (PT Strands) __ Other __ Other ___ -"-_ __ Other ____ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ -Rinf.: Rebar _____ ~ ..A Plan & Specs _____ _ ___ Rinf.: W.W.F. ..15!... Clearances ______ _ ______ Rinf.: Tendons _ Positions ________ , ___ Cone.: Mix #/psi _dlsizes _______ ~ ___ Cone.: Mix-#/psi ~Laps~-----'------- --._. Cone.: Mix #/psi : _ Future Continuity #/psi. __ _ ___ Grout: Mix #/psi. _ Consolidation _____ _ ___ Mortar: Type/psi _ Mortar Batching ____ _ ___ Units: Block _ Electrode Storage ____ _ ______ Units: Brick . _ Torque Applied ____ _ _ ~Steel t!-s'Tm /t:5U"J ____ H.S. Bolts ______ _ __ -. Metal Decking _____ _ ___ Electrodes ______ _ ___ Fireproofing __ ~--- --_·Other--''--------_ Corrective action required __ ---~------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the ties! of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the 1ocations of the work inspected only and does not constitute engineering opin- ion or project control. · · · · INSPECTOR NAMJ) 1:1-,..._ ~V'c ~ CERT. No._· 9..:;.-..MZ'--'7-=0::....'3=-· _______ _ INSPECTORSIGNATU~~~ PSl-8-900-170(2) J~ l'.) DATE __ .!...) ---=Z,.:=;..:...} -_c;,_9"_.__ ______ _ lL [i ;Jiriformation ~ • ®To Build On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)_/__ .. _C:---"-6_0_,._/4_~ __ d=--·--cuENT~L~G~o~J Q ___ __,.... DATE_~)~;)_-_,].__-__._'7-...;'<?_-_____ _ Architect ___ _,__t--/'----"'o___._1i-=C'---_____ --,--_ Engineer ____ /01"'-'-+--==a'--L.frl..;.. -'-----~---'-'-- Contractor. ___ 15 __ "--"/3-=-_,,( __ / ________ _ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty ___ Mortar Samples --__ Mechanical __ Grout Sa_mples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block ---- __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete --- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel ---- __ Fireproofing __ Steel -- __ Waterproofing _-_H.S. Bolts -- __ Non-Destructive -__ Tendon (PT Strands) --__ Soils Technician __ Other --- __ Batch Plant __ Other --__ Bolt Pull-Out __ Other -- REMARKS (Address)_7""'1-_____ ~~-Zl~/48Al\ ,. c; REPORT N0. ___ 7_0=-=2-~o'--"2__,~.__-L-/t-'--ZJ-~-'-'t Building Permit No. ______________ _ Plan File No,-"------'------------- Govt. Contract No.--'-------------- OSA or OSHPD #--.----,,------------ Other 1-v M-~ A,., MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Speqs ---Rinf.: W:W.F. _ Clearances __ Rinf.: Tendons _ Positions · ____ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME '}) ~=t2A::::Yh--f\-0 6 r~':/1= CERT. N0._~,_?....,_-;_7e,_Q...,_.S~ _ ___,2:>=-"-LJ '""""-~3"'-'S:.....___.2'--- (Print Clearty) INSPECTOR SIGNATUR~~ $ ,::::;....y- Psr-s-900-110(2) DATE _ __,_/.....,d_-___ 5:~_-_9~9 _____ _ l ii/ InfoIT?1'1tion I!!. • ®To Build On Page_1_ot_.L Engineering • Consulting • Testing INSPECTION REPORT CLIENT __ L=-=Cl=-~ 6 .......... 0"'---__ DATE_-'--"/d~-'Y-z---...... 'zy' ______ _ Architect ___ 6~/_o~,1~C~-------'----- Engineer __ ~lf),~_...,,,,..~~D7~~------~-----'-- Contractor._L?._~D~---C=----~----------,.-- INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ concrete __ Fireproofing -·-· __ Masonry __ Units (block or brick) -- ..Az_struct Steel __ Asphalt Concrete -- __ Pres tress Cone __ Roofing -- __ Pile Driving -,-Reinf. Steel -·- __ Fireproofing __ Steel __ , __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS PROJECT (Name)_L-te~G--<..,;· C"""-5-r->/4"--'-k:-'-N_;;__.;,.D_._· -- ~~re~--------~-~ ~e/4·3,n::1) -, U1: I ~ .REPORT NO. ___ 7_o_2.,_0_Z-_-~/4_J~0_:f_ Building Permit No. ______________ _ Plan File No, _______________ _ Govt. Contract No.-------------- OSA or OS!;!;D # ~ . Other ~L!ak!:kln MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances _._. Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes .---Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi -_ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _._Torque Applied ~Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and ~oes not constitute engineering opin- ion or project control. INSPECTOR NAME ·n i4 IV ?iq-h4 .,.tj D! /;:: zt CERT. NO. '17J05 (Print Clearly) ;~,s:;,~;,~ 1 R SIGNATURF Jx; J::{2_/u DATE __ ~/_.2"-----.1a'£J-------'~9"-------- ,_ l •1 Information • ®To Build On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT- CLIENT ~#Ob!Jd '(;s-b/ez; 'hJe,. DATE /d-a/--CJB {AJ). PROJECT (N.ame) 4'&0/ard~ fdr (Address) _________ _ O&dJ:«1 c ca~ REPORT NO. C,59-?1@ Oc3, .·-/tJ0 Architect ___________ ~---"-----Building Permit No. _____________ _ Plan File No·----------------- Engineer __________________ _ Govt. Contract No. ______ ,,__ _______ _ OSAor OSHPD #------------- Contractor ______________ ~---Other_· __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION ~PECTION CHECKLIST _OSHPD _ Concrete Cylinders --___ Rinf.: Rebar . _ Plan & Specs Q;.::::. _OSA _Cement --_ Rinf.: W.W.F. _ Clearances i --kspecialty _. _ Mortar Samples --_ Rinf.: Tendons _ Positions _ Mechanical _ Grout Samples --_ Cone.: Mix #/psi _Sizes _Electrical _. _ Masonry Prisms. ---. Cone.: Mix #/psi _Laps ' _Roofing _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _concrete _ Fireproofing -·-_ Grout: Mix #/psi . _ Consolidation _Masonry _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching _struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _._Roofing --_ Units: Brick _ Torque Applied _ Pile Driving _ Reinf. Steel --___ Steel _ Fireproofing _Steel --_H.S. Bolts ' _Waterproofing _H.S.Bolts _ Metal Decking _ Non-Destructive _. _Tendon (PT Strands) --___ Electrodes . _Soils Technician _Other ---.. _ Fireproofing _ Batch Plant __ Other ---_ Other _ Corrective action required __ _Bolt Pull-Out _Other --_ Corrections completed REMARKS /;;;i..-d-J-9 (Lu??c) <1mj2~l ·"1?!3'119 7/0c lfo15./u;-e .£: /S'h/2 @ l}azn1:n9- li<sl-rlw;12/e¥i ., 17~iy hrs -les---t &nl'led/816wchird call fo,,--3 .. 0Lbs,/1c:oo .sc;61 / ;ii/2(6. {esvlls Gr 7?$-1-as /4!6v./ =#=I e2:CJ()b-·cf==3o9Lbs(~ ~r- s:=,-~ .Lf.S" Lbs 1 :;ft 3 f?_ c ~ 10 1 ui5l=1 3~'18 LJos. AH Bcor 11s kr3rn6 ~l ·-b avoid mors.fvce, fTdblem e ~ 1'Yll°b B,£:>+ CoVY\~-/41 oJJ· +,ona I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b · · g codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ~,... • <:::.::;;>' CERT. NO. _______________ _ DATE __ __,_/c:9.=----:2._-'--)_-_,_9_2". ____ _ PSI-B-900-170(2) ,_ l ;J Information • ,,To Build On Page_1_of_ ~ngineering • Consulting • Testing INSPECTION REPORT cuENr LftJ?hrJ &lak.s DATE /49. -/B-98. Architect ____________ __,------'--- Engineer ________ ---'-------~-- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _QSA __ Cement -- __ Specialty __ Mortar Samples .. __ Mechanical __ Grout Samples -.-. __ Electrical -. _ Masonry Prisms -- __ Roofing __ Masonry Block --__ Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ struct Steel __ Asphalt, Concrete -- __ Prestress Cone __ .Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -·- __ Non-Destructive __ Tendon (PT Strands} --·- -~s Technician _Other ,/::. 1. Batch Plant -1.LQther ~-e:6 ~· __ Bolt Pull-Out 7other ~. I -- PROJECT (Name)lee;4~/aa:L Zko.Aledv (Address) _________ _ /I . /_ . r.&k,/z;d, <:,t. ? REPORT NO. (250 -70 aJL -/D rS Building Permit No. _____________ _ Plan File No,----------------- Govt. Contract No. ______________ _ OSA-or OSHPD #--~---------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _. Rinf.: Tendons _ Positions _ Cqnc.: Mix #/psi _Sizes -. _. Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _. _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts -. _ Metal Decking _. _ Electrodes _ Fireproofing _ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, a:11 of the reported work, l,lnless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b · 1R' codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. ________________ _ DATE __ -'/4-"--~---/...c...·8_--_,7'.__,_f ____ _ PSl-8·900-170(2) l ;Jinformation • ~To Build On Page_1_of_ Engineering • Consulting • Testing ~ . INSPECTION REPORT CLIENT~# ~&J.::. DATE--,,/4~?-_...:-"---/Cj..__-_· ~_,f.__•--'- Architect _________ -'-"--------- Engineer _________________ --'-_ Contractor. _________________ ~ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- -~ __ Cement --· -l,L.Specialt¥-· __ Mortar Samples -- ~echanical __ Grout Samples. -- __ Electrical __ Masoncy Prisms -- __ Roofing __ Masonry Block -- __ concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -·- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ . Other -- __ Batch Plant _ . _Other -- __ Bolt Pull-Out __ Other. --· REMARKS PROJECT (Name) ~n:J_, ~rk (Address) _________ _ REPORT NO. . a:5 -70 2,o-:;;;z;, .- Building Permit No. ______ ; __ L-/_.~_,_"?_,7,..,~=----- Plan File No. _______ __,,/~-------- Govt. Contract No. ---,-----r-/ _________ _ OSAor OSHPD #---~/~-------- Other-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Ririf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes. __ Cone.: Mix.#/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching ___ Units:.Block __ Electrode Storage __ Units: Brick _ Torque Applied __ Steer __ H.S. Bolts __ Metal Decking __ Electrodes --. Fireproofing __ Other _ Corrective action required __ _ Corrections completed /;;:2,-!_C1-9't3(Si'lr 2-Shr-4"at /6tw;e, -w-e, ~n~ Ye,+ ~ ~ e ~ h't§: . sd £ ml26zbre ·-k:I. e-ktliCn --1rctc-cck 3/ fttldwla-:: .5/v./ed-b B -8<'&?/Jm -m ?'.&.? 7"lm. ~-:4.,..~ -l'1 -fqo/l, ~/:---tfuJ--'bk cdd:r;m,/ ~ -/)le--21-/79-_ INSPECTOR SIGNATU DATE __ ~;_·;;z__..-~/-~_-_7_,J'"------ PSI-B-900-170(2) REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: Fl~LD DATA: MR. DAVID CAtT4E LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92.008 February 24, 1998 PROJECT: LEGOLAND THEME PARK GARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-313 LOCATION OF PLACEMENT GRADE SLAB SOUTH END OF ~W YORK DATE PLACED TIME SLUMP, IN. AIR CONTENT, % February 13, 1998 02 :00 pm 4 AIR TEMPERATURE, ° F 6 0 CONCRETETEMPERATURE, °F 69 DATE RECEIVED IN LAB February 16 , 19 9 8 FIELD DATA SUBMITTED BY PSI\DEREK. PETERSON MIX DATA SUBMITTED BY NELSON ·& SLOAN SUPPLIER NE·LSON & SLOAN DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 515 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE llOTE:.AeEl.lCA8J.E.AS™D.t.BPS UljLESS OTHEBW)SE INDICATED· SLUMP' Cl43-R0a· AIR 90NIENI· c2·3,-p1b· TEMPERATURE· C106UG(l!3}· CAPPING• _Cl2?1-P3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16394 A 7 16394 B 28 16394 C 28 16394 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 ,, TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 02/2oi98_ 64000 6.()0 03/13/98 03/13/98 .. REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X repres_entative. Cylinders made by Arcliitect's or Contractofs representative. Cylinders delivered IQ P_Sl laboratory. CYLINDER COMPRESSIVE AREA smENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2260 Cone 2500 Test results comply with appllcable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6l7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. b. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE-INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, ,J!J;:,al Service Industries, Inc. DAV?.£5-- DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 February 23, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO::. 059-70202-297 LOCATION OF PLACEMENT NEW ENGLAND HARBOR #1 WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY iebruary 12, 1998 03:45 pm 4 57 69 February 13, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBE:R AND-PROPORTIONS CEMENT. WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 515 JIIOTE: Al::PLLCABLEMIM..l>.IAt!Q6RD_s.!JNLESf! OTHERWISE INDICATED·SLUMP· 8lflat0a· AIR CONTENT· 8231·Rlb· TEf,IPERATURE;;C10BN61931· CAPPl!IG· C1231-93 COMPRESSION TEST RESULTS. SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16395 A 7 02/"J,.9/98 16395 B 28 03/12/98 16395 C 28 03/12/98 16395 D SPECIFICATIONS 28 REMARKS: X Cylinders made by·PSI'represeritative. Cylinders made by Architect's or Contracto~s representative. ASTMC39·94 - TOTAL CYLINDER LOAD DIAMETER (LBS:) (IN.) 83000 . 6.00 -Cylinders picked up by PSI X representalive. . Cyli[!ders delivered to"PSI l~boratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH . (SQ. IN.) (PSI) . TYPE OF BREAK 28.27 2940 Cone 2,500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD t;;:;(1onal Se~cfre Industries, Inc. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. RLPC·HT s MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A,200-4 (4)F DAVID J AN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCR!=TE COMPRESSIO_N TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVEN·IDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 24, 1998 LOCATION OF PLACEMENT DUPLO FOOTINGS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % February 14, 199.8 08:30 am 4 AIR TEMPERATURE, °F 56 CONCRETETEMPERATURE, °F 69_ DATERECEIVEDINLAB ·February 16, 1998 FIELD DATA SUBMITTED BY PSI\D~REK PETERSON. MIX DATA SUBMITTED BY NELSON & SLOAN PROJECT: L~GOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-310 S\,JPPLIER DELIVERY TICKET NO.iTRUCK NO. MIX NUMBER AND·PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 679096 522 tiOIE~AEEI.LCABJ.EMIM..S.TllND88D_S~Ufilfl;.S_QiliEBWLS.E.JNDICAIED· SLUMP· pl43-90a· AUj CONTENT· C231-91b· TEMPERATURE· CJ064-86(93)· C_6e.PING: SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16397 A 16397 B 16397 C 16397 D SPECIFICATIONS TJJJ (DAYS) 7 28 28 28 COMPRESSION TE~T RES UL TS ASTMC39,94 DATE OF TOTAL CYLINDER LOAD DIAMETER TEST (LBS:) (IN.) 02/21/913 105000 6.00 03/14/98 03/14/98 REMARKS: X Cylinders made by PSl'repre'sentative. Cylinders.picked up by PSI x· representative. . Cylinders made by-Architect's or Contracto(s representa!ive. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON - CYLINDER COMPRESSIVE .AREA STRENGTH (SQ,IN.) (PSI) · TYPE OF BREAK 28.27 3710 Cone 3000 - Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., ~ITY OF CARLSBAD !?ti!J:r THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTl;D AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, wiTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DISTRICT MANAGER 'Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD; CA 92008,. January 19; 199.8 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REP.ORT NO.: 059-70202-192 LOCATION OF PLACEMENT MINII,,ANO GRADE SLAB @ NEW ORLENAD· EAST CORNER SET #1 DATE PLACED January 09, _ 1998 TIME 08: 00 am SLUMP, IN. 4 AIR CONTENT, % - -- AIR TEMPERATURE, °F 66 CONCRETE TEMPERATURE, °F 7-0 DATE RECEIVED IN LAB January 12, _ 1998 FIELD DATA SUBMITTED BY PSI\l;:>EREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCKNO. MIXNUMBERANDPROPORTIONS 515/ 2500 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE APMiXTURE NOTE· AfPUCABLE ASTM STANDARDS LfNLESS OTH~BWI~~ INDICATE6· SLUMP· C1.C3-QOa· AIR CONTENT· C2~1-01b· TEMPEBAIVBE· C1064:8B(93} SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16181 A 7 16181 B 28 16181 C 28 16181 D SPECIFICATIONS 28 COMPRESSION TEST ·RESULTS ASTM C39-94 .I TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) ·01/16/98 55000, 6.00 02/06/98 81000 6.00 02/06/98 80000 6.00· 00/00/00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architei:t's or Contracto(s representative. CylilJders delivered.to·PSI laboratory.· TECHNICIAN: DEREK PETERSON CYLINDER . COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1950 Cone 28.27 2870 Cone 28.27 2830 Cone 2500 Test results comply wilh applicable X specifications. Test results do not comply wilh applicable specificalions. co FORMS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.Q.K., CITY OF CARLSBAD ~"anal ~ervicre Industries, Inc. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,.INC. PSI A·200-4 (4)F DAVID J.. . y~ I RC DIS TRI MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 15, J,.998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-191 LOCATION OF PLACEMENT MINILAND CALIFORNIA #2 AT WEST END (SUBGRADE SLAB) DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 07, 19.9~ 11:00 am 4 61 73 January 08, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.ffRUCKNO. MIX NUMBER AND 'PROPORTIONS Cl;,MENT WATER FINE AGGREG_ATE COARSE; AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLU_MP· CJ43-90a· AIB CONTENT· _C23M1 b· TEMPERATURE: Cl 084-88193) . . . COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 515/ 2500 psi SPECIMEN TEST TOTAL CYLINDER . CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER ORSETNO. (DAYS) TEST 16170 A 7 01/14/98 16170 B 28 02/04/98 16170 C 28 02/04/98 16170 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative, Cylinders made by Architect's or Contractots representative. LOAD DIAMElER (LBS.) (IN.) 65000 6.00 83000 6.00 80000 6.00 ... Cylinders picked up by PSI X representative. · Cylinders.delivered to PSI laboratpry. TECHNICIAN: DEREK PETERSON AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2300 Cone 28.27 2_940 Cone 28.27 .2830 Cone 2500 Test-results comply with applicable X specifications. 'rest results do not comply with applicable specifications. coNFOR1 ·s Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD s::;;1:·t~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFES_SiONAL SERVICE INIJUSTRIES. INC. PSI A-20D-4 (4)F DAVID J.~,' R~Ef DISTRICT MANAGER . Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CAT.TLE LEGOLAND ESTATES INC 5600 AVENIDA ENG~NAS SUITE 130 CARLSBAD, CA 92008 January 15 ,. 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORTNO.: 059-70202-190 LOCATION OF PLACEMENT MINI-LAND {CALIFORNIA} #1 AT EAST END SUB ~LAB ON GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % January 07, 1998 09:00 am 4 AIR TEMPERATURE, °F 56 CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 08, 1998 ~SI\D~REK PETERSON SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. MIX NUMBERANDPROPORTIONs· 515/ 2500 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASJM STANDARDS UNLESS OTHERWISE INJ?ICATEQ· SLUMP_-CH3-90e· AIR CONTENT· C231-9Jb· °TEMPERATURE• C1064-B6{93} SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16164 A 7 16164 B 28 16164 C 28 16164 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 DATE OF TOTAL CYLINDER . LOAD DIAMETER TEST (LBS.) (IN.) 01/14/98 60000 6.00 02/04/98 85090 '6 .00 02/04/98 83000 6.00 •. ., CYLINDER ' COMPRESSIVE .AREA STRENGTH (SQ.IN.) (PSI) . TYPE OF BREAK 28.27 2120 Cone 28.27 3010 Cone 28:21 2940 Cone 2500 REMARKS: X ·Cylinders made by PSI represenlative. Cylinders picked up by PSI X representatjve. , .. Test results comply with applicable .X specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. · TECHNICIAN: DEREK PEtERSON cc: LEGOLAND (4), BERNARD BROTHER$, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC: PSI A-20D-4 (4)F Respectfully submitted, ~essio_nal Service Industries, Inc. 6~~-{r DAVID J AN, RCE DISTRIC AGER 1nformation To Build On Professional Service Industries, Inc.-• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CAfTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-193 LOCATION OF PLACEMENT MINILAND GRADE SL)IB @ NEW ORL~ANS WEST CORNER SET #2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % January 09, 1998 09 :30 am. 4 AIR TEMPERATURE, °F 57 CONCRETE TEMPERATURE, °F 71 · DATE RECEIVED IN LAB January 12, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSQN MIX DATA SUBMITTED BY SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NC>.ffRUCK NO. MIX NUMBERAND PROPORTIONS 515/ 2500 psi CEMENT WATER FINE AGGREGATE QOARSE AGGREGATE -ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS·OTHERWJSE IN_DICATEP· SLUMP· C143·9011· AIR CONTENT· p231-P1h' IEMPERATUBE· C10B4-88(93\ . . . COMPRESSION TE$T R.ESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF lOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (.IN.) 16182 A 7 01/16/98 55000 6~00 16182 B 28 02/06/98 95000 6.00 16182 C 28 02/06/98 97000 6.00 16182 D SPECIFICATIONS . 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractots representative. Cylinders delive(ed to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE .. , . AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28,27 1950 Cone 28.27 3360 Cone 28.27 3430 Cone 2500 Test results comply with applicable X specifications. Test results do not comply with applic~ble specifications. CONFORMS cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. I{. ,, ·CITY OF CARLSBAD Respectfully submitted, ~=:;,•I S~ce Industries, Inc. DAVID1 tN~ THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BV:PR!)FESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTR'tl~AGE~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Ph.one 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATT~E LEGOLAND ESTATES INq 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 9.2008 January 29, 1$98 PROJECT: LEGOLAND THEME PARK CARLSBAJ;), CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-229 LOCATION OF PLACEMENT MINILAND VAULT FOOTINGS VAULT #2 PERMIT# 97-3248 DATE PLACED TIME Janua,ry 21, 1998 04:30 pm SUPPLIER DELIVERY TICKETNO./TRUCK NO. MIX NUMBER.AND PROP0RTl6NS PALOMAR TRANSIT MIX 799506 SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 60. CONCRETE TEMPERATURE, °F 70 DATE RECEIVED IN LAB January 22, -1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPL;I:ER CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE· NOJE:.AeeL.lCA6LE..M.IM...$.IANDAB.O...s.JJNLE2..s....o.Il:l~E lr;,tD~pAJED·S~UMP· C143·90a: AIR CONTENT· C231.;.91b' TEMPEBATUeye· c1os4-asm3)· CAPPING· C1231·93_ COMPRESSION. TEST RES UL TS ASTM C39 94 p --.P ---- SPECIMEN TEST DATEOF0 TOTAL CYLINDER ·.CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST. (LBS.) (IN.) (SO.IN.) (PSI) 16255 A 7 01/28/98 65000 6.00 28.27 2300 16255 B 28 02/18/98 109000 6.Q0 . 28 .27 3860 16255 C 28 02/18/98 103000 6.00 · 28 .27 3640 16255 D SPECIFICATIONS 28 2500 302504 TYPE OF BREAK Cone Cone Cone REMARKS: ~ Cylinders made by PSI representative. Cylinders picked \IP by PSI X representative. X Test results comply with applicable specifications. Cylinders made.by Archilect's or Contracto~s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK ~ETERSON Respectfully submitted, s cc: LEGOLAND (4), BERNARQ BROTHERS; H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF TH.E ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PER.MISSION BY.PROFESSIONAL SERVICE INDUSTRIES, INC. ~"qnal Se~/c{;r-e Industries, Inc. DAVID . YAN, R DISTRI· MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA EN9INAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: January 29, 1998 REVISION #2 OUR REPORT NO.: 059-70202-231 FIELD DATA: LOCATION OF PLACEMENT MINILAND VAULT FOOTINGS VAULT #1 PERMIT# 97-3248 DATE PLACED January 21, 1998 SUPPLIER TIME 02:30 pm DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 Ml)< NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 62 WATER CONCRETE TEMPERATURE, °F 71 FINE AC3GREGATE DATE RECEIVED IN LAB January 22, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK PETERSON ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NOT.E:.Al:P.UCABJ.E.AS.IM..SIANDABD.S..JJ.W.ES.S OTHERWISE INPICAJEQ·Sl.l.!Me;J;-1.4.W.a:..AfR_cQNTENT· C231-91b;JJ;MeJ;RAil.lRE;_Q1Q§,£~(ll])· CAPPING· C1231· - SPECIMEN TEST DATE OF LABORATORY IDENTIFICATION AGE COMPRESSION TEST RESUL. TS ASTM.C39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH PALOMAR 799443 302504 .;_ __ TRANSIT MIX NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK .. 16256 A 7 01/28/98 16256 B 28 02/18/98 16256 C 28 02/18/9_8 16256 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made.by Architect's or Contracto~s representative. 86.009 147500 143500 Cylinders picked up by PSI X representative. 6.00 6.00 6. 00· Cylinders delivered to PSI latioratory. TECHNICIAN: DEREK PETERSON . 28 .27' · 3040 Cone 28.27 5220 Cone 28.27 5080 Cone 2500 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. coNFO Respectfully submitted, s Professiqnal Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE ~PECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIV~ OF THE ENTIRE CONCRETE PLACl;MENT. REPORTS MAY NOT BE REeRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--1 (4}F ~tJr DAVID J YAN, RC · DIS TRI.. MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND E$TA+ES ING 5600 AVENIDA ENC'INAS SUITE 1_30 CARLSBAD, CA 92008 February OS, 1998 PROJECT: tEGOU\ND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-7020:2-255 LOCATION OF PLACEMENT MINI:LAND WALLS AT CALIFO!mIA SET #1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % January 24, 1998 09:00 am 4 AIR TEMPERATURE, °F 6 0 CONCRETE TEMPERATURE, °F 71 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 26, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET N(?.fTRUCK NO; MIX NUMBER AND PROPORTIONS 515/ 2500 psi CEMENT WATER F-INE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:.APPLICABLE ASTM STANDAl'!QS.lllil.laS5..QD:!E8WI.SJilllC21.CAJED· SLUMP·_C1~3-90_a· AIR CONTENT· C231-91b· TEMPERATURE· <;106~-86(93) COMPRESSION TEST RESULTS. ASTMC39-94 I SPECIMEN TEST I TOTAL CYLINDER LABORATORY IDENTIFICATION AGE I DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) i TEST (LBS.\ (IN.) ·-i 16292 A 7 : 01/31/98 64000 6 .·oo 16292 B 28 02/21/98, 97000 6.Qo 16292 C 28 02/21/98 96500 6.00 16292 D - SPECIFICATIONS 28 REMARKS: .K_ Cylinders made by PSI represenlalive. Cylinders picked up by-PSI .K_ representative. Cylinders made by Architect's or Contracto(s representative. __ Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SO. IN.) (PSI) . TYPE OF BREAK 28.27 2260 Cone 28.27 3430 Cone 28.27 3410 Cone 2500 Test results comply with applicable X specifications, Test results do not comply ·with applicable specifications. CONFOR Respectfully submitted, . cc: LEGOLAND (4), BERNARD BROTHERS,· H.O.k., CITY OF CARLSBAD lf~ .. rr~ss~~~~ _a II Servicerlndustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC·SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL,SERVICE INDUSTRIES, INC: PSI A-200-4 (4)F DAVID J. AN, RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Qiego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF ~ONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND EST~TES, INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 February OS, 1.998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1. OUR REPORTNO.: 0'59-70202-259 LOCATION OF PLACEMENT MINILAND NEW ENGLAND HARBOR #1. GRADE SLAB SET #1. SOUTHWEST CORNER DATE PLACED January 28, 1.998 SUPPLIER TIME 03:30 pm DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 65 WATER CONCRETE TEMPERATURE, °F 7J. FINE AGGREGATE DATE RECEIVED IN LAB January 29, 1.998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK PET;ERSON ADMIXTURE MIX DATA SUBMITTED BY SUPPLIER NOIE:..AP~ABJ-E ASTM STANO.ABD.S UNLESS OTHERWISE INPICATED·SLUMe· C143·90a· AIR CONTENT· C231-91b" TEMPERATURE· C1064·6~(93)' CAPPING· C1231·93 COMPRESSION TEST RES UL TS ASTMC39-94 . NELSON & SLOAN 6761.53 51.5 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DI\YS) TEST 16311 A 7 02/04/98 16311 B 28 02/25/98 1.631.1. C 28 02/25/98 16311 D SPECIFICATIONS 28 REMARKS: X, Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. · LOAD DIAMETER (LBS.) 64000 89000 87000 ·Cylinders picked up by PSI X representative. (IN.) 6.09 6.00 6.00 Cylinders delivered to PSi laboratory. TECHNICIAN: DEREK PETERSON ,AREA STRENGTH (SQ.,IN.) (PSI) . TYPE OF BREAK .. 28.2.7 2260 Cone 28.27 3.150 Cone 28.27 3080 Cone 2500 Test results comply with applicable X, specifications. Test results do not comply with applicable specifications. C FO Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.b.K., CI1Y OF CARLSB~ ~"-r THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE E_NTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PR9FESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J Y~, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE . LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 February OS, 1998· REVISION #1 OUR REPORT NO.: 059-70202-258 LOCATION OF PLACEMENT MINILAND NEW ENGLAND HARBOR .#1 GRADE SLAB SET #2 NORTHWEST COPRNER DATE PLACED January 28, 1998 SUPPLIER NELSON & SLOAN TIME 06:00 am DELIVERY TICKET NO.rfRUCK NO. 676203 SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 515 AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 55 WATER CONCRETE TEMPERATURE, °F 69 FINE AGGREGATE DATE RECEIVED IN LAB January 29, 199.8 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK PETERSON ADMIXTl,JRE MIX DATA SUBMITTED BY SUPPLIER NOTE· APPLICABLE ASJM STANDARDS UNLESS OTHERWISE INDICATED· SL\JMP· cm-aoa: AIR CONTENT· C23MW TEMPERATURE· C1084-86(93\• CAPPING· C1231-93 SPECIMEN TESr LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS). 16312 A 7. 16312 B 28 16312 C 28 16312 p SPECIFICATIONS 28 COMPRESSION TEST RESl)L TS ASTMC39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.). :02/04/98 ssoob 9.00 02/25/98 82000 6.00 02/25/98 72000 6.00 ; ... CY.LINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (P$1) · TYPE OF BREAK 28.27· 195b Cone 28 .27 2900 Cone . 28 .27 4~50 Cone 2500 REMARKS; X Cylinders made by PSI repre_sentative. Cylinders picked up by PSI' X representative. · Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSl'laboratofy. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. b .. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRiES, INC. PSI A-200-4 (4)F Respectfully submitted, ~~nal S~ce{rlndustries, Inc. DAVID J AN, RC DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February OS, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-7.0202-257 LOCATION OF PLACEMENT MINILAND WALLS AT CALIFORNIA DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 27, 1998 04:00 pm 3 1/2 57 70 January 28, 19.98 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.frRUCK NO. . MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 515/ 2500 psi NOTE· APPLJCA13LE ASTM STANDAB,C!SJlNLESS_Q]]:!EB.WlSla.lm!~UMP:.CH.3=90a· AIR CONTENT· C23Hl1b' TEMPE,RATURE· CJ0BUBfi3) COMPRESSION TEST RESULTS ASTM C39,94. SPECIMEN TEST DATE OF TOTAL CYLINDER LABORATORY IDENTIFICATION AGE LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 16310 A 7 02/03/98 64000 6.00 16310 B 28 02/24/98 72000 6.00 16310 C 28 ! 02/24./98 73000 6.00 16310 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by·PSI X representative. Cylinders made by Architect's or Contractots representative. Cylinders delivered lo PSI laboratory, TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) · TYPE OF BREAK 28.27 2260 Cone 28.27 2550 Cone 28.27 2580 Cone 2500 Test results comply with applicable X specifications, Test results·do not comply with -CONFORMS Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , .CITY OF CARL$BAD ~~d:R~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUScRIES, INC: PSI A•20o-4 (4)F DISTRIC;r*.GEjcEtJ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTL.E LEGOLAND ESTATE$ .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 10, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-271 LOCATION OF PLACEMENT MINILAND WALLS @ NEW ORLEANS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F January 30, 1998 04:45 pm 4 . 63 CONCRETE TEMPERATURE, °F 70 DATE RECEIVED IN LAB FebrlJary 0~, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETER90N MIX DATA SUBMITTED BY SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 515 CEMENT -~- WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWJjiE INP!CAIEQ· $LUMP· CJ 43-901• AIR CONTENT· C23J·R1 b· JEMpERAlJ,'Bfl· CJ 0§4-86()l3l· CAP)".ING· CJ 231.·Rl SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. · (DAYS) 16328 A 7 16328 B ~8 16328 C 28 16328 D SPECIFICATIONS 28 COMPR!=SSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) . 02/06/98 78500 6.00 02/27/98 104000 6.00 02/27/98 100000 6.00 REMARKS: X CyUnders made by PSI tepresentative. Cylinders picked up by PSI X representative. CyUnders made by Architect's or . Contracto(s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DE,REK 'PETERSON ·cyk~i~ER COMPRESSNE STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK - 28.27 2780 Cone 28.27 3680 Cone 28 .. 27 3540 Cone 2500 Test results comply with appUcable X. specifications. .Test results do not comply with applicable specifications. ~ h\1 s C NfOR1vu . cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, c:S;fessional Service Industries, Inc. Jaw/~,~ THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MA. Y NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FUL\-, WITHOUT WRITTEN PERMISSION BY PROFESSiONAL SERVICE INDUSTRIES, INC. PSIA-20M (4)F DAVID J YAN, ic-r{I . DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 9200$ February 13, 1998 PROJECT: LEGOLAND THEME PARK. CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-274 LOCATION OF PLACEMENT NEW ENGLAND #1 SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 28, 1998 07:00 am 4 58 60 January 29, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER NELSON ·& SLOAN DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 515 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C39·94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMP.RESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) · TYPE OF BREAK 16330 A 7 02/04/98 55000 (5 .• 00 28.27 1950 Cone 16330 B 28 02/2.5/98 96000 6.00 28.27 3400 Cone 16330 C 28 02/25/98 98000 6.00 28.27 3470 Cone 16330 D SPECIFICATIONS 28 .. 2500 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. X Test results comply with applicable specifications, Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY 0~ CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLESTESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, . PSI A-200-4 (4)F Respectfully submitted, ~:rt~~,r DAVID J. ~' RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-277 LOCATION OF PLACEMENT C, I. P. WALLS @ V]\ULT #1 MAIN LAGOON PERMIT# 97-3248 DATE PLACED TIME February 05, 19.98. 03:00 pm SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 801734 SLUMP, IN. 6 AIR CONTENT, % CEMENT WATER 302504 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 06, 19~8 PSI\CARLOS HERNANDEZ SUPPLIER FINE AGGREGATE COARSE AGGREGATE ADMiXTURE SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. --------· 16364 A 16364 B 16364 C 16364 D SPECIFICA:rIONS TEST AGE (DAYS} 7 28 28 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYUNDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.} 02/12/98 80000 6.00 03/05/98 03/05/98 REMARKS: -~-Cylinders made by PSl'representative. . Cylinders picked up by PSI X representative. Cylinders made by Ar<,h!le_c;t's or Contracto(s representative. Cylinders delivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH ' TYPE OF BREAK (SO. IN.} (PSI} 28.27 2830 Cone 2500 Test results comply with applicable . specifications. Test results do not comply with applicable specifications. I TECHNICIAN·: CARLOS HERNANDEZ Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY·NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLAC~MENT. REPORTS MAY NOT BE RE!7RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F ff!?et~~ DISTRIC~GER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·REPORT OF CONCRETE COMPRESSION: TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES .;me 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 28, 1998 LOCATION OF PLACEMENT CALIFORNIA TOPPING SLAB DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY April 17_, 1998 07:25 am 5 58 70 April 20, 1998 PSI\ROLAND ROOT PREMIXED CONCRErE PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-528 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 231202 2533510 Jll~.Q~T~::::.A'.:'.eeJ.:::'.:'lQ~:P.~W.:.::E..A~S"=™-'~SL!IN~Dh~Bll.S.l.i~!tl~L:::ES!:'.:::l>J:::0'::'.!Itl~E:'.=BWI~llE..lt:!:='::':Ql~_C:f:fJ:t'::E~D·:'.'SLI.!'::"'!M~e';:::Ja4::':'.::'::::H~-'.::!lla::::::AI~B-C'.=:'.:':O~NT:t'::,E~NT~·~C2~31=:·9~1b::·I'.:':!E~MeJ;~RA==T~UR~E_:=;_C'::'.j0~64=:'B~6fil~l·~CA='=P='Pl'.=NG:'.'.::.a::':C12.~a:'=-:'.=============-:::::-.::.-.:-:::-.:::· COMPRESSION TEST RES UL TS SPECIMEN TEST LABORATORY IDENTIFICATION. AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16786 A 7 04/24/~8 16786 B 28 05/15/98 16786 C 28 05/15./9!;! 16786 D SPECIFICATIONS i 28 REMARKS: -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTM939-94 I TOTAL CYLINDER LOAD DIAMETER (LBS.j (_IN.) 83000 6 .. 00 Cylinders pi9ked up by PSI X representative. Cylinaers delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH .. _(SQ .. IN:) \PSI) TYPE OF BREAK 28.27 2940 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. '. ,., ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TES.TED.AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F Respectfully submitted, @I~:usm:lnc. DISTRICT MAN~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 · PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, 'CA 92008 DATE: April 28, 1998. OUR REPORT NO.: 059·-70202-527 FIELD DATA: LOCATION OF PLACEMENT NEW ENGLAND #1 TOPPING SLAB DATE PLACED TIME April 17, 1998 09:30 am SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS PREMIXED CONCRETE 231318 SLUMP, IN. 5 AIR CONTENT, % CEMENT WATER 2533510 AIR TEMPERATURE, °F 65 CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB April 2.0, 1998 FIELD DATA SUBMITTED BY PSI\;RO:LAND ROOT FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MIX DATA SUBMITTED BY PREMIXED CONCRETE COMPRESSION TEST RES UL TS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST - 16794 A 7 04/24/98 16794 B 28 .05/15/98 16794 C 28 05/15/98 16794 D --·-- SPECIFICATIONS 28 -------~·-- REMARKS: ~-Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative: ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 69000 6.00 - Cylinders picked up by PSI ~-repre~entative. CylJnders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 2.8 ,27 2440 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable ~pecif1cations. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ~STM C617-94. ,•I TECHNICIAN: ROLAND ROOT Respectfully submitted, cc: LEGOLAND (4) 1 BERNARD BROTHERS, H.O.K., CJTY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF·THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN. PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-'I (4)F JJiJ(jt'"dustnes, Inc DAVIDJ. RYAN~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Information ~ • aTO Build' On Page_1_of-/- . " Engineering • Consulting • Testing . INSPECTION REPORt PROJECT(Name),_?-n-·_,f!:::.:.'t,.=GJ~i~h:..:__:d-._ __ (Address)---..~C-1---------_-,;../\--l.-.. cuENT-,cL=e--.-G~o-__ _ DATE_.._/-~_.,/{R,, ___ -_,_'f___,q.____ Architect _ _,/£.f-+---4,,a~ICc,.__------'----- ~£)/~' REPORTNO. a1~:~--:.1_:llt2w Building Permit No. ____ ..J-,,__.Z...__ .... ~-~~c...,~<4ac_~;__ ?~--'------ Engineer ___ -"'a---'-_..__.d'--_,.(Y/_,__,__ __ -_____ _ Plan File No. _______________ _ Govt. Contract No. ______________ _ Contracto~r ___ 73"""/,, __ _,3~_c _____________ _ OSAor O~~# . Oth~r · .foL/~ INSPECTION MAT'L SAMPLING QTY MATERIAL O§~~R_l~~N,c INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders ---..JC_ Rinf.: Rebac-#/---/ J.. Plan & Specs _OSA -. _Cement ..JL. Rinf.: W.W.F. W ~ _ Clearances __ Specialty __ Mortar Samples ___ Rinf.: Tendons -)!-Positions __ Mechanical __ Grout Samples )(_ Cone.: Mix #/psi !4 j(!;()(.,., -10.. Sizes -. --__ Electrical ___ Masonry Prisms --_ Cone.: Mix #/psi .JI_Laps __ Roofing __ Masonry Block --___ Cone.: Mix #/psi _ Future Continuity #/psi Jl... Concrete __ Fireproofing --· __ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --___ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --_ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel __ _ H.S. Bolts __ waterproofing __ H.S. Bolts --_ Metal Decking . __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes __ Soils Technician __ Other --_ Fireproofing __ Batch Plant _·_Other --_Other _ Corrective action required __ __ Bolt Pull-Out ___ Other --_ Cor~ections completed REMARK,§.___ I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan~ specifications and applicable sections of the building codes. This:report covers tile locations of the work inspected only and does not constitute engineering opin· ion or project control. CERT. N0._~'5.....:,:5':.....J~<.j---':'(.,___ ______ _ DATE _ _:;:J.;;__· -_,_J,,..pl._-_'7,_J'~----- PSI-B-900-170(2) l ;/ Infonnation • ,.To Build On Page_1_of..t... Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)_L,-:;=.,& ..... ' "-1,;&;;,<,'o""-Ln .......... ...c....L._;;:J __ cuENT-L......_c__.~ ..... ·-o ____ _.._ DATE _ _...2_~r..._.,/d-;'-----.'i9_.___ Architect __ _,_t-l~~Q ____ )G~, ______ _ Engineer __ _._d/ _ _.__o/....__.rrJ_,_, _,_ ____ ,;__ __ ____,_ Contractor. ___ ._JS-11=a~73"". =i, ,.c., _C...__.,__ ___________ _ INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders --__ OSA __ Cement --__ Specialty -· -Mortar Samples __ Mechanical __ Grout Samples , __ __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry _, _ Units (blqck or bri<;:k) -- ..LStruct Steel , __ Asphalt Concrete __ , _ __ Prestress Cone _, _Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out _, _Other -- REMARKS (Address) ____ ___,,__ ____ 7'4--+-,~ l~J;,BMdl l LA REPORT NO. ___ -+-'7__.6"'----2'""'c: 0~2-~,-__,,~JA-"2?,~,1/ Building Permit No.---,.------------ Plan Fil~ NO,---------------- Govt. Contract No, ___ ,--'-------------- OSA:or OSHPD #-------------- Other----,----'---------------- MATERIAL DESCRIPTiON INSPECTION CHECKLIST -, _ Rinf.: Rebar _ Plan & Specs _, _Hinf.:, W.W.F. _ Clearances _ Rinf.: Tendons ,. _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi . _Laps _ Cone.': Mix #/psi _ Future Continuity #/psi _, .Grout: Mix #/psi _ Consolidation _, _ Mortar: Type/psi , _ Mortar Batching _, Units: Block _ Electrode Storage _ , _, Uh its: Brick _ Torque Applied .. isteel 1/!L,fi,v\, 14--~1.Y _H.S.Bolts _ Metal Decking '$.-Electrodes &. 'J'!) tg ,_ Fireproofing _ Other -, Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowle<;lge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ' , INSPECTORNAMF~?L4 (Print~ INSPECTOR SIGNATURF Vm, !Cd:~~ PSI-B-900-170(2) . CERT. NO. _______________ _ DATE_, _,~;;?...!---_/_;l._--_,7,_'7~----- l •""~•, Infof7!10,tion I:!!._,• .. To Build On , . < Page_1_of _!._ .. Engineering • Consulting • Testi1'g INSPECtlON REPORT PROJECT (Name) £c:eok d cuENT_c.-L __ e __ G ____ o...__ __ _ DATE_._Z,, ........ ~,_~_-9_9 __ ___ Architect ___ h/ __ o~~/C_· '-----'---- Engineer ____ .:../11_+--"g,.;...·_ . .,_(}1_.__.__--______ _ Contractor._ __ ]3"'""'/c'"""'---fts ......... '--""{]=---------'-------- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete .Cylinders -- _OSA ___ Cement -·-- __ Specialty __ Mortar Samples --__ Mechanical . __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ Concrete __ Fireproofing --__ Masonry __ Units (block or bric:k) --_&_ struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel _· _ Fireproofing __ Steel --__ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other __ Batch Plant · __ Other __ Bolt Pull-Out __ Other -- REMARKS (Address)--,,...._ _________ ...,.c:i. 1:;;,JsB41;, C 6 / REPORT N0, _ _..,7 __ ,.,~W----k-=----/1:....-D--'D=- Building Permit No,-----~-------- Plan File NO,--.a.-------------- Gov.t. Contract No.--------------- OSA·orO§_HE~~ Other ( M; MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rint: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances · __ Rinf.: Tendons Positions __ Cone.: Mix #/psi _Sizes _· _ co·nc.: Mix #/psi _Laps __ Cone.: Mix #/psi · . _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick lls _)L Steel frit:'m 3 __ Torque Applied __ H.S. Bolts __ Metal Decki~ tt'.L Electrodes _.,~ L.ef _. _ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved-plans, specifications and applicable sections of the building codes. This report covers the-locations of. the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ~ ~FtG'6 INSPECTOR SIGNATURF '!4'm.· ~ PSI-B-900-170(2) · . CERT. N0.-'-9~~'--"'7'--'0=-cJ-'--+-______ _ DATE _ __::.)~-~ ... '¢'---__,_9_J _____ _ l H,~;J Information ~-111• .. To Build On · Engineering • Consulting • Testing Pag~_1_of /_ INSPECTION REPORT CLIENT __ Le--= ____ &f2 .......... __ _ PROJECT (Name)_· ___,L;.._;;;;_e.i_..,G;..;;:O.;.s,./4-n~ ...... c/J--__ DAT._E---=~"-~/....,..S:~,_,9'-42-- Architect ___ f/ ____ CJ __ c ___ · ______ _ (Address) ~Ai>Js; {;, ~ REPORT NO. ~ ~2,0//0;2 Building Permit No. CJ _.3_£,,2_ Engineer ___ .._1(/_~_cf._~/Y} _______ ...,__-'-___ _ Plan File No. ________________ _ Govt. Qontract No.-------------- Contractor. __ "B __ ~ __ a __ ----'---------OSA or OSHPD # . ~ Other kA G~AJ {Jveue ... ,.E--/hv,,f INSPECTION __ OSHPD _OSA __ Specialty __ Mechanical __ . Electrical __ Roofing -lfJ-Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'L SAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples -. _ Gro1,1t Samples __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofin_g __ Reinf. Steel __ Steel . -·-. H.S. Bolts __ Tendon (PT Strands) __ Other __ Other ___ -'--'-' _ __ Other .... ----'-- QTY INSPECTION CHECKLIST -. __ .)t_ Rinf.: Rebar-JJ1.:.,....=::.,:_,~L;..1 ~ Plan & Specs _____ _ ___ Ririf.:W.W.F. _.}!,clearances _____ _ ___ Rinf.: Tendons jpositions __ -___ _ _._ -4-Cone.: Mix #/psi rc):t:7t!:J~ ~ Sizes _______ _ ______ Cone.: Mix #ipsi ~ Laps _________ _ __ ._ Cone.~ Mix #/psi _ Future Continuitx #/psi, __ _ __ . _ Grout: Mix #/psi _ Consolidation _____ _ __ ._ Mortar: Type/psi _ 'Mortar Batching ____ _ ___ Units: Block _. _ Electrode Storage ___ _ __ . ____ Units: Brick _ Torque Applied ____ _ __ ._ Steei, ___ ---------'--'-- -.--__ H.S. Bolts ________ _ _. __ Metal Decking __ .----- --.-__ Electrodes ______ _ --.. _ Fireproofing _____ _ __ _ Other_-'----"-----------_ Corrective action required __ ___________ Corrections completed __ _ ,. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections. of \he building codes. This report covers .the-locations of the work inspected only and does not constitute engineering opin- ion or project control. · · CERT. No.--3'~5:.....J,:;_7...L-:!:.-f' ______ _ DATE---=-~-'----1-/:...c:;_~---L-~-------- PSI-B-900-170(2) · t ""~ •1 Information ~..:,,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND-ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 CARLSBAD, CA 92008 June 18, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAP, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-'70202-690 LOCATION OF PLACEMENT MINILAND LAGOON SCENE #8 SUPPORT RETAI:t,fING WALL FOOTING DATE PLACED TIME June 10, 1998 03:00 pm SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK.NO. SLUMP, IN. 4 MIX NUMBERANDPROPORTIO/11S 522 AIR CONTENT, % 69 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 73 DATE RECEIVED IN LAB June 11, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMl?(TURE l!IQIE;_AEl'LICABLE ASTM STANDARDS.l.J.!'1La&lLQiliE=PICATEP· SLUM~0a· AIR CONTENT-C23H11b-TEMPERATURE· C10l!J:D§_ti3);.t:!\PPING· f,1231·9 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17207 A 7 17207 B 28 17207 C 28 17207 D 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 06/17/98 58000 6.00 07/08/98 85000 6.00 07/08/98 86000 6. o·o 07 /08/98 98000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2050 28.27 3019 28.27 3040 28.27 3470 - 3000 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cyiinders picked up by PSI X represenfative. X Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinder~ dellvered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON Test results do not comply with -.._. _ applicable specifications.,~ 'i ~--o· -tr\,o~~r C617-94. \J i cc: LEGOLAND (4), BERNARD BROTHERS, !I.O.k., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200~ (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 s tries, Inc. l •,~•, Information ~-'• ®ToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE - LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECi: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 01, 1998 OUR REPORT NO.: 059-70202-735 FIELD DATA: LOCATION OF PLACEMENT MINILAND NEW ENGLAND SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONT!=NT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 20, 1998 09:30 am 6 63 77 June 22, 1998 PSI\DEREK PETERSON PREMIXED CONCRETE SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIMSTANQ!\RDS UNLESS OTHERWISE INDICAJEQ·SLUMP· C1.C3·90a· AIR CONIENT· C231·R1b_· IEMPEEMIUBe· C1064·86(93)' CAPPING· c1231;93 COMPRESSION TEST RESUL ts ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 17281 A 7 06/27/98 78000 6.00 17281 B 28 07/18/98 92000 6.00 17281 C 28 07/18/98 93000 6.00 17281 D 28 07/18/98 92000 6.00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X . representative. - CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2760 28.27 3250 28.27 3290 28.27 3250 PREMIXED CONCRETE 3011500 TYPE OF BREAK Cone Cone Cone Cone Cylinders made by Architect's or Contracto(s represenlative. Cylinders delivered lo PSI laboratory. Test results do not comply wilh applicable spel:ifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617~94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, if ;if:"" Ind smes, Inc. DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ..,.J:;.'iJ Information ~.:11• .ToBuild On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 01, 1998 PROJECT: LEGOLAND THEME PARK CARL~BAD, CALIFORNIA OUR REPORT NO.: 059-70202-736 LOCATION OF PLACEMENT LAGOON SCENE #8 SUPPORT RETAINING WALL DATE PLACED June 23, 1998 09:30 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. TIME SLUMP, IN. AIR CONTENT, % 5 MIX NUMBER AND PROPORTIONS 522 CEMENT AIR TEMPERATURE, ° F 70 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 24, 1998 PSI\DEREK PETERSON NELSON & SLOAN WATER - FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARQS.UNLESS OTHERWISE INQI.CAJE[l:._SLl,/MI'" CU3-Q0a· Aill poNTENT· C23J·91b· TEMPERATURE· C1064-86(~3J;_C~ COMPRESSIONTEST RESULTS ASTMC39-94 SPECIMEN TEST DATE OF TOTAL CYLINDER . CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 17313 A 7 06/30/98 17313 B 28 07/21/98 17313 C 28 07/21/98 17313 D 28 07/21/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. LOAD DIAMETER (l:BS.) 670()0 85000 86000 85000 Cylinders picked up by PSI X representative. (IN.) 6.00 6.00 6.bo 6.00 AREA STRENGTH (SO.IN.) (f'SI) TYPE OF BREAK 28.27 2370 Cone 28.2'7 3010 Cone 28.27 3040 Cone 28.27 3010 Cone Cylinders made by Architect's or Contracto(s representative. ·cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED I~ ACCORDWCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc : LEGOLAND ( 4) , BERNARD BROTHERS, H.~ 0. K. , . CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, cJJ;:,~"Pif ;?dustries, Inc. DAVID Ja~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l" .. ~'ii, Information ~-'• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 July 16, 1998 PROJ[=CT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT Nd.: 059-70202-764 LOCATION OF PLACEMENT MINILAND WASHINGTON MODEL SLAB-ON-GRADE DATE PLACED TIME July 08, 1998 03:15 pm SUPPLIER DELJVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS ESCONDIDO READY MIX 25550 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 5 1/2 82 87 July 09, 1998 PSI\DAN RAMAGE ESCONDIDO READY MIX CEMENT WATER FINE AGGRE~ATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLl;SS.Qil!ERWISE INDICATED· SLUMP· CU3-90a· AIR CONTENT· C231-¥1b· TEMPERATU_RE· C106H6\93l· CAPPING· C SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17386 A 7 17386 B 28 17386 C 28 17386 D SPECIFICATIONS 28 COMPRESSION TEST _RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 07/15/98 74000 6.00 08/05/98 08/05/98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 2620 3000 3011500 TYPE OF BREAK Cone REMARKS: -~ Cylinders made by PSI representative. Cylinders picked up by PSI _K_ representative. Test results comply with applicable specifications. Cylinders made by Archilect's or Contractots representative. _ Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ustries, Inc. IJ• .. 11:'!-•1 Environmental .,,fQ• Geotechn~cal •-~ Construction -Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT le-tea <-A,v:t> DATE 5-\\-'i "?2 Architect ________ =---'--,-----=--~---'---- Engineer _ __,....,.-o'-=----------------,---_, INSPECTION MAT'L SAMPLING QTY _QSHPD ~Concrete.Cylinders ~ _OSA __ Cement -- ~ Specialty _. _ Mortar Samples .-.- __ Mechanical __ Grout S~mples __ Electrical __ Masonry Prisms '. --__ Roofing __ Masonry Block --Y Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel _._ Asphalt Concrete --__ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. S,teel -.-, __ Fireproofing . _. _._Steel -- __ Waterproofing . ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PTStrands) -- __ Soils Technician __ Other '' __ Batch Plant __ Other --·- __ Bolt Pull-Out _. _Other -- REMARKS m ''r<:' D G l c;.,..; "St <rr: -OG:: (\ rt'a't: PROJECT (Name) k~o W<Jc·d> (Address) CA (Ll Sn A ~ CA-r . REPORT NO. o$ct ·1 oJ...o"L-.,...57:;).... I3 BuildinQ Permit No.~ I (97·3ZN8) tt-z;(q7-3-z.Lt ,) . Plan File No._..__ ___________________ _ Govt. Contract No. ______________ _ OSAorO$HP0#-,------------- Other (A.c..,oo!Y )11:u '-'T:S iii-I t( #-2. . MATERIALOESCRIPTION INSPECTION CHECKLIST ___ RinLRebar. · ><-Plan & Specs -. _ flint.: W.W:F. _ Clearances __ Rinf.: Tendons _ Positions ~ Coric.: Mix #/psi 302.?!iY· '2.S oo _Sizes ___ Cone.: Mix #lpsi _Laps _____ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi >" Consolidation ___ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage _._ lJnits: Brick _ Torque Applied __ Steel _ __ H.S. Bolts __ Metal Decking __ Electrodes . __ Fireproofing · __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME »IDY-D'-\'.> Y~~N · CERT .. NO. (!'.)!p,S!/09 £)\ -es 7"~_,e_,'" :>,t ~ INSPECTOR SIGNATURE_---:v __ "-· -~--'-..r,_....,..,..,... ___ --~-=--___,.,.,..._;--=- PSI-B-900-170(2) DATE. 8-:"" I 1-9 5 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID C~TTLE LEGOLAND ESTATES INC 5600 AVENIDA ~NCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD., CA .92008 May 14, 1998 REVISION #1 OUR REPORT NO.: 059-70202-572 LOCATION OF PLACEMENT LAGOON/MI-N:CLAND RETAINING WALLS FOOTINGS DATE PLACED April 30, 1998 SUPPLIER TIME SLUMP, IN. - - - AIR CONTENT, % --·"'" AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DELIVERY TICKET"NO.irRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER DATERECEIVEDINLAB May 01, 1998 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY COMPRESSION TEST RESULTS ASTMC39-94 LABORATORY NUMBER 16882 16882 16882 16882 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 05/07/98 B 28 05/28/98 C 28 05/28/98 D Cylinders made by PSI representative .• Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD PIAMETER (LBS.) (IN.) 84.000 6.00 97500 6.00 97000 6.00 Cylinders P!Cked up by PS!-X representallve. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2970 Cone 28.27 3450 Cone 28.27 3430 Cone Test results comply with applicable specifications. Test results do not comply with applicable specifications. (' ~ Respectfully submitted, . cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD . . THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOt BE INDICATIVE OF THE ENTIRE CONCRETE P.LACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F s;::; Se~ic~Uies, In~ DAVID(~, R~ DISTRI~~AGER'tY Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, S1,1ite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETI;: COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATT~E LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE l30 CARLSBAD, CA 92008 May J.4, J.998 ' PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #J. OUR REPORT NO.: 059-70202-571 LOCATION OF PLACEMENT MINILAND WASHINGTON HARBOR SLAB-ON-GRADE· DATE PLACED . TIME April 2.9, J.998 J.2:00 pm SLUMP, IN. 5 AIR CONTENT, % AIR TEMPERATURE, °F 6 5 CONCRETE TEMPERATURE, °F 77 DATERECEIVEDINLAB April 30, J.998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 515 CEMENT --- WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS LABORATORY NUMBER J.6885 J.6885 J.6885 J.6885 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) . TEST A 7 05/06/98 B 28 05/2'7/98 C 28 05/27/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractots representative. ASTMC39-94 TOTAL CYLINDER· LOAD DIAMETER (LBS.) (IN.) 83000 6.00 94000 6.00 95000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH ·JSO.IN.) (PSI) TYPE OF BREAK 28.27 2940 Cone 28.27 3330 ~o 28.27 ~o F. ' i -~. 2500 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6J.7-94. TECHNICIAN: DEREK PETERSO~ Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARl/SBAD ~;;/i:?ft;::C, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISS\ON BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200•4 (4)F DISTR!c1~AGEi, Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 21, 1998 LOCATION OF PLACEMENT WASHING'l;'ON HARBOR WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTEp BY MIX DATA SUBMITTED BY May 12, 1998 11:30 am 3 1/2 61 75 May 13, 1998 PSI\ROLAND ROOT NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-601 SUPPl.:l!=R DELIVERY TICKET NO.ffRUCK NO. MIX NUIVIBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 697465 522 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16941 A 7 05/19/98 16941 B 28 06/09/98 16941 C 28 06/09/98 16941 D SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 55000 6.00 Cylinders picked up by PSI ~ representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28 .2·7 1950 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPl;'ED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H .. O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED 1\ND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~·~~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE :po PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 22, 1998 OUR REPORT NO.: 059-70202-603 FIELD DATA: LOCATION OF PLACEMENT WASHINGTON HARBOR WALLS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F May 14;, 1998 1·0 :.30 am 5 70 CONCRETE TEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 15, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./JRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE.AGGREGATE COARSE AGGREGATE ADMIXTURE NQJE;__Aefl.lCABLE ASTM SJMIQABD.l>..l/NLe.S.8.9.Il:!EBWlS.EJNQIQfilQ:..!;L\!Me;J;143-90a· AIR CONTENT• C231 ·V1 b· TEMPERATURE· Cl 064-86l93)' CAPPING:..c123 • COMPRE$SiON TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) 17000 A 7 05/21/98 72000 6.00 28.27 2550 17000 B 28 06/11/~8 17000 C 28 06/1],./98 17000 D SPECIFICATIONS 28 3000 NELSON & SLOAN 697748 522 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable ~pecificalions. · Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI labo~tory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSiONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND EsrATES .INC 5600 AVENIDA ENCIN~S SUITE 130 CARLSBAD, CA 92008 May 26., 1998 LOCATION OF PLACEMENT MINILAND TOPPING SLAB DATE PLACED April 13, 1998 TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB April 23, 1998 FIELO DATA SUBMITTED BY MIX DATA SUBMITTED BY PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-613 SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 LABORATORY NUMBER 16804 16804 16804 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST ·A 10 04/23/98 B 28 05/11/98 C 28 05/11/98 - Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER tOAD DIAMETER (LBS.) (IN.). 79000 6.00 120000 6.00 120000 6.0b Cylinders picked up by PSI representative. · Cylinders delivered-to PSI laboratory. CYLINDER , COMPRESSIVE AREA STRENGTH (S_Q.IN.) (PSI) TYPE OF BREAK 28.27 2790 Cone 28.21 4240 Cone 28.27 4240 Cone --- Test results comply with applicable specifications. Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTEO AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge 'Drive; Suit13 ,E • San Diego, CA 92121 • Phone 619/455-'{)544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SU_ITE 130 CARLSBAD, CA 92008 May 26, 1998 PROJECT: LEGOL.llliD THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059.-70202-612 LOCATION OF PLACEMENT MINILAND TOPPING SLAB DATE PLACED April 13, 1998 SUPPLIER TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER DATE RECEIVED IN LAB April 23, 1998 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY COMPRESSION TEST RESULTS ASTMC39-94 LABORATORY NUMBER 16803 16803 16803 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS). TEST A 10 04/23/98 B 28 '05/11/98 C 28 05/11/98 - Cylinders made by PSI representative. Cylinders made by Architect"s or Contracto~s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) 77000 115000 118000 Cylinders picked up by PSI rf?presentative. (IN.) 6.00 6.0Q 6.00 Cylinders delivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) !PSI) TYPE OF BREAK 28.27 2720 Cone 28.27 4070 Cone 28.27 4170 Cone --- Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD fu~J-THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED A!'ID MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-"0544 • Fax 619/455-1170 } l•,.a•J ._-_.P~~e,s~io~a.1· ~ei"'!i~~ 'lnd~s~,i~~, lnq. ~Q• ··American J::ng,neenng D1v1s1on · ·. · -· Page-Lof_, _ INSPECTION REPORT Project Name (per plans) ___ L..._(.:n.,._, .... ? ..... o..__-=l.,"""'0:'-'--'-tv-=->t>..__ _____ __,_-c._"""-,--_--'-,-___________________ --,-__ Inspection Date (Yl I A, l'-~,,,,.,.,.., "J ·-\ "2., -c; '°1 T"R :-::,,,~ iAJ/r ,r Pt A ( ;-r,I'\ ,-7_ A (" L-2.-1~~ n--,,v ,-'-,s';~ n1 ..n c::.. (') A..~ ~ '-,--, , ...... ~ V"v'1 \ ..... A, -r~ l'!i"" <'~ .p__ iA-~ ,~ -=::L'4;:,.,_ 'SOLl 'T!-f ,~-.-t '':'-. ,.,,_ JI , t:::;-, , ., ·-'010 ,L l4-~V-1) ,,.J,4t•<. "1.7' -- t\.Jl,flu l"J.(L LC..\",:\ "-, . .:_ 01\...Jr.. ~ ,~-r-r,~ c--,, ..I. v2. (\f"-1\.l{'~~-r--('l,r,,,.,-t:. .! • ..::,-,,.,.,,<;,. \ V ,:: ~ ';"'"\.,, ·-C •,T1-i ~-i:;..t' cs p, i,_!;_? _A ,,,,,;, (~b.. (;1.:-1-"MA '~ ·(\ J.d -:---i'::>. l \'? l " l- ·p L .4 r r .... "Vl.,. t .$:"\A./"i' , <;L Al,iV\'C>-'-/ .-~' ""t-1.!"VI/\ C> C. -I!\ {,, 0 ., - I I -(i -l. '\ () . - -· ,-.......__._ () \ °);...~~ ~ ? <~.-~~ \ J~ v~A. Inspector's Name r .. , . PSI 8·900·171 Page_1_of_ INSPECTION REPORT DATE .t::;-\'"L-9 ~ Architect ________________ .:....,. __ Engineer_.......,~----------'----"--,--..,.,-c..,.__ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA -__ Cement >< Specialty __ Mortar Samples __ Mechanical __ Grout Samples --·- __ Electrical __ Mas9nry Prisms --__ Roofing _. _ Masonry Block ~oncrete __ Fireproofing __ Masonry __ Units (block or-brick). --__ struct Steel ___ Asphalt Concrete --__ Prestress Cone · _. _. _ Roofing __ Pile Driving _. _. Reinf. Steel --__ Fireproofing __ Steel __ Waterproofing __ H.S. Bcilts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS p 4---o '-J , "t;;, c-r;c ,ltc,:f" I I ' t'l:"-, - PROJECT(Name)k«a::t20 ~ (Address) ~ f:-~:6-t> Ct4, REPORT NO. C,':> c, .7 O:l,-~:)] --;593 Building Pe:;3rmit No. -'rv~A'-'------------7 Plan File No·---------------~----- Govt. Contract No.---'------------- OSA or OSHPD #-~---------'----- Other m ., N1 L: r'\::J'.Y S> MATERIAL DESCRIPTION INSPECTION CHECKLIST >< Rinf.: Rebar. 4!;.ii-S • ~.i.. ~ i2 x Plan & Specs _ Rinf.; W.W.F: .>-Clearances __ Rinf.: Tendpns ,><; Positions ._-___ ¢one.: Mix #/psi ~ Sizes ___ Cone.: Mix #/psi ~ Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi . _ Consolidation __ Mortar: Type/psi . _ Mortar Batching __ Units: Block _ Electrode Storage -.-Units: Brick _ Torque Applied __ Steel _._ H.s. Bolts __ MetarDecking _._ Electrqdes· _. _. Fireproofing ' · __ Other _ Corrective action required __ _ Corrections completed .. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report cover$ the·locations· of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE--~~'-'<---,,..__,,..t--"'-.,.,.,,.~:;c... PSI-B-900-170(2) CERT. NO. c:>'f-fi:::09 "t,\.-~~ DATE 8-Lo.,..?f3 ',, :.~, _, .. ;;..... ~~--. ~ ............ • Page_1_of_ INSPECTION REPORt· PROJECT (Naine) ?ez..o '-&1,/i:2· (Address) &f.u-.s CSAD 114, REPORT NO. OS9-7'22-0~ -B 3 B Architect---'k-'-=-'~----'-------------..:,----- Engineer 1114,a.,oµ Building Permit No,-'-'-''-=------------- Plan File No,--'---------------- Govt. Contract No.-'---------------- OSA or OSHPD #------------- Contractor. Bex&-M.bs )3gppydX--s INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ QSHPD ~ Concrete Cylinders _!::f__ L£.. Rinf.: Rebar !!~l"'i &l!_D -~ Plan & Specs • k_ Clearances __ OSA ___ Cement __ Rinf., W.W.F .. · __ specialty __ Mortar Samples --___ . Rinf.: Tendons ~-Positions __ Mechanical __ Grout Samples --...x.... Cone.: Mix #/psi~. __ Sizes __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi __ Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi __ Future Continuity #/psi Lconcrete __ Fireproofing --_ _._ Grout: Mix #/p$i .1C Consolidation __ Masonry __ Units (block or brick) --__ Mortar: Type/psi __ Mortar Batching __ Struct Steel ___ Asphalt Concrete --__ . ·units: Block __ Electrode Storage __ Prestress Cone __ Roofing --___ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel ---:-Steel __ Fireproofing _._Steel .. __ . H.S. Bolts --__ Waterproofing __ H.S. Bolts __ Metal Decking _ __ Non-Destructive __ Tendon (PT Strands) __ Electrodes __ Soils Technician __ Other --__ Fireproofing __ Batch Plant ___ Other. --__ Other __ Corrective action required __ __ Bolt Pull-Out ___ Other --__ Corrections completed REMARKS Wti:5r ?Ot:>c.") PS I , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · CERT. NO. t:'B;idl 51,. 85 PSI-B-900-170(2) I ! i ! I l Page_1_of_ INSPECTION REPORT CLIENT4qcL--...'l G DATE Co-l');-G\ ~ Architect _____________ --'----'-----'- Engineer _______ "---'-'-~----'------- Contractor. ____________________ _ INSPECTION MAT'L SAMPLING QTY _QSHPD ...)L Concrete Cylinders J:L _OSA . __ Cement : __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ _.Masonry Block -- ~Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --- __ Fireproofing ___ Steel· -- __ Waterproofing ___ H.S. Bolts __ Non-Destructive _. _Tendon (PT .Strc1nds) --· __ Soils Technician __ Other __ Batch Plant _._Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name~l»sc\ ~ "~\t... (Address)~kbbsl, ~ REPORT NO. t>S:G-7 b;).o'+., Building Permit No.--------'------- Plan File No, __ --"-------------- Govt. Contract No.---,-'----------'------ OSA or OSHPD #------------- Other _________________ _ MATERIAL DESCRIPTIGN INSPECTION CHECKLIST _ Rinf.: Rebar ___ Plan. & Specs _ Rinf..:.W;W.F. _ Clearances _ Rinf.: Tendons-_ Positions ~ Cone.: Mix #/psi?t:a{, t>O 0 _Sizes _ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi .. _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mqrtar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage ___ J.Jni_ts: Brick _ Torque Applied ___ Steel. _H.S,Bolts ___ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ - _ Corrections completed mo~· u".b~b~ ec~c,(2.~(!. ~'-ti~~ Q: w~\....:,,.,,c:7(tt.J \'+,.t..~bo.,., ""-'~Lu .~LKJ:......,_ ... ;;x "=>'( 3;.:)..,.....b--S•n-~"'~el G&>~so~~~ ~ 01"' 'o., w-.66--Cla,1,.:tC,i;,..\, \,;)'~-P-l'~. ~ t>~ s~ (\ f 'xt>.......e.. '-'\b-)¥At.'9 & t ~§!It~) \o ::r~~b,;, "'"""t ~'-1\,tj \-,.l') '\)b-9-. ~~~\ ~ C-½-"{ds~ ""'"" -r ·. _.. --15\ · ,-.tc 0 ~\Jr,,c,,M -~~ ,.. ..... ~~ ·-'<-9,.C'--3'.C);..>hc"-; )\.\:?.>, "T1.c..~-r ,q1'-H,sj Sl...v-.~ ~ :\.1 c:o),l(.:>t'°, 9-:\Q... (,\~ ~Ls.:s 1~0~~1::.t-J,J. ~~c... ~L"-C..i:.~::::S ~ S)"'~Lo V'iL<..,..Cft, 501A\\.... t;.JIA( 'Q0:.,~1:s, e.,~ 's;.;..-p.t,....'>. o~ \...'t c::,~& 9\\-~ \:»~..,,.._, """'~:S ~Lbc-o~-.,~~.zr .. , ~~~'(.. H ~"' ~~ 'N 2~1o1 ~CAz-),.1 N' Tu-, s Lo e-.... --t ·i o~.., CERTIFICATION OF COMPLIANCE: To ·the best of our knowledge, all of·the reported work, unle.ss otherwise noted, substantially complies with approved plans, specifications and applicable s~ctions of the building codes. This ·report-covers the locations of the. work inspected only and·does not constitute engineering opin- ion or project control. · INSPECTOR NAM~N ~ '\,) d ~. Sl.o'9'S §"n..... CERT. NO. ________________ _ (Print Clearly) INSPECTOR SIGNATURQ &&:!• ~ . ·-.. , ··-'\' . ,-. ~ - PSl-8-900-170(2) Page_1_of_ · INSPECTION REPORT CLIENTL~ep,Li!,,.w DATE 5"'-JLJ "C, ~ Architect ___________________ ---'----'--'---- Engineer __________ __.__ ________ ---'-----'-- Contractor _____ ~----"--------'----'--- INSPECTION MAT'LSAMPLING QTY _OSHPD ~ Concrete Cylinders .!:!__ _OSA __ Cement -·--__ Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing ___ Masonry Block -- --2S....Concrete __ Fireproofing -·--__ Masonry __ . Units (block or brick) --__ Struct Steel . __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing _. __ Steel --· __ Waterproofing __ H.S. Bolts __ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other ---- REMARKS PROJECT (Name~ Th¢-rw-..t PAJJ'- (Address)~ft,~ ~ 0-. REPORT NO. Q:S: 4 ·:z ~~O'A. Building Permit No.-----'---------- Plan File No, _______________ _ Govt. Contract No, _____________ _ OSA or-OSHPD #-------------- Other--,--~------'----------~ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar. _ Plan & Specs _. -Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions ......X. Cone.: Mix #/psiS'l.":l.Aoo o _Sizes _ Cone.: Mix #/psi _Laps _· _ Cone.-: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units:· Block Electrode Storage _ Units: Brick .. _ Torque Applied _Steel _HS.Bolts _. _ Meta! Decking __ Electrodes _ Fireproofing _Qther _ Corrective action required __ _ Corrections completed 'r£,Q~\'6i\L-e-d CeNc.{L~o ~L~~vv-..-~ ~ ~~s.\.....,~~'-,) ~~#U:a(n..""->t..t.L.$ ~ ~ Dv.f~ \oel.'..\d')& '?)~~ ~'l..~~. €L~ou, .... 4M. ~>1 ,~,Le,:@'~ ,~...>s.~-.~~,e>N b\l th<.tc.MNial v\'or,,,.'CI,.~. \..o~-o:,j~ 6"T of Fu"'-"-c..:ye)..)d.c.,11..,)• :ia'" y,,.~~,s~otJ ~b~t\.. ~l~ • a-~ -~" .. . \ iJ2..-n<¥ C.) t, f\C.):_&°S, C,4'\'}"} lf g 5(..,,,~ ;;, J C::UNC-• j~ ~,n. 7~-• ~f11UlJ<::• f'{) '-""--.y<U, u-f>t .. Js . ' . J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locatjons of the wo"rk inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME\<.(:)L-P.Nd f. R ~ol'. . CERT. NO-. ___ -______________ _ (Print Clearly) INSPECTOR SIGNATURE\<, f)_~ .. f ~ DATE .. ~~,l ~t ... ';~ PSI-B-900-170(2) Page_1_of_ · INSPECTION REPORT . CLIENT c..a-i,o L-dJVD DA TE s ~ \ e. · 5 "k PROJECT (Name) i..GJ.? o '-A: ,:yu (Address) C IA<H-S I?>A:D C.t+, , r:n ,2...wA Architect _________________ ~_ . REPORT NO. -'05~9a..::..· 7..<..10..u:z..,,0~1,,....._----'-~-D~7~ft.___--'- Building Permif No. -.u:!...t::l'------------- Contractor. 'E><vt-N d:1?:-:r;;. s. "?-n.&D:I ,rn;..c., · INSPECTION MAT'L SAMPLING _OSHPD ___ Concrete Cylinders _OSA __ Cement '><" Specialty -. _ Mortar Sa(Tlples __ Mechanical --. Grout Samples __ Electrical . -·-. Masonry Prisms __ Roofing ·--Masonry Block __ Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel . __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing _._Steel __ Waterproofing __ . H.S. Bolts __ Non-Destructive ___ Tendon (PT Strands) __ Soils Technician _._Other __ Batch Plant __ Other· __ Bolt Pull-Out __ Other REMARKS QTY --· -- --. -- --· -- -·-·- -- --. -- -- --·.- -- -- Plan File No, _______________ _ Govt. Contract No.----,------------ OSA or OSHPD #-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST . ....k..-Rinf:: Rebar t\\,,,\~-~,I.a t..o ><-Plan & Specs _._ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons · ~ Positions __ Cone.: Mix #/psi ~ Sizes __ Cone.: Mix #/psi ~Laps _. __ Cone.: Mix #/psi. __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching. __ Units: Bloc!< __ Electrode Storage __ Units: Brick __ Torque Applied __ Steel ·_. H.S. Bolts __ . Metal Decking ___ Electrodes ___ Fireproofing __ Other __ Corrective action required __ __ Correctiqns completed SD:.:J-0 0 \I' t;D1.. A Le.... 1"'::ts. __ d C ,n:,..:,-C£21w::7 02_ n+t:T fL-14(YS ' ,, ? ---'~--..,-------------- __ _.. ...... -.; ..... ---·-··- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reportedwork, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the build!r'lg codes. This report covers the·locations of th!:l work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 'J:>ffi2.G]L Y Y©tfl'.L.SQ/9 (Print Clearly) · INSPECTOR SIGNATURE72 . ! X ~.2:Z PSI-B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT Lm,-,c t A:N I'> DATE 5-\9-S fa Architect Hol'- Engineer 01 A A:::::n N . .· ,., .. ,ft~. Contractor. '"B 1.:rn,A,,A...{1...t;> <"a '"B> a,.c'Ohi:n-5 INSPECTION MAT'LSAMPLING __ OSHPD __ Concrete Cylinders _OSA __ Cement .2C.Specialty --: Mortar Samples __ Mechanical __ Grout Samples __ Electrical _._._Masonry Prisms __ Roofing _._ Masonry Block __ concrete __ Fireproofing __ Masonry __ Uni~s (block or l:lrick) __ struct Steel __ Asphalt 9onctete __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing __ . Steel __ waterproofing __ H:S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ $oils Technician __ Other __ Batch Plant __ Other . __ Bolt Pull-Out . __ Other .. REMARKS LAI? ALLcaQ. l':>!Nk ,, <,.o<.- QTY -- -- -- -- ---- -- -- -- ---·-- ---- PROJECT (Name) L-L..qp p '!-Ab-:~ (Address) C.P4sa,µi?£>".Y:> CA, REPORT NO, QSc, -10:i.c:2 6,08/f Building Permit No. -;-:ru::;..7-,:.A__,_-'------------ Plan File No .. --'--"--'---------------- Govt. Contract No.--,--------------- OSA or OSHPD #------------- Other ru , t'\.J\ .'-A: !'-'°1:> MATE;RIAL DESCRIPTION INSPECTION. CHECKLIST ~ Rinf;; Rebar Ab1«; -~~~ D "x Plan & Specs __ Rinf.: W.W.F. _ Clearances _._ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ·_. _ Cone.: Mix #/psi _Laps ___ Cone.: Mix#/psi -. _ Future Continuity #/psi __ Grout: Mix #/psf _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ TorqueApplied. __ Steel . ' __ H.S. Bolts __ Metal Decking .--Electrodes '. __ Fireproofing __ Other _ Corrective action· required __ . _ Corrections completed S :C:H"t;!i'L,-t9T Tl::'i L"i" YYl I nJ I - ... ---- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, ail of the reported work, unfess otherwise noted, substantially complies with approved plans, specifications and applicable sections of. the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME :Vc5lLc;D< X ~c;.o Q· (Prtnt~ Q INSPECTOR SIGNATURE --:vJ:?~ .. PSl·B-900-170(2) DATE ~-\ q -c, -8 . ..,. "• ''," • REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID. CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 .PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 19, 1998 -OUR REPORT NO.: 059,..70202-585 FIELD DATA: LOCATION OF PLACEME;NT MINILAND LAGOON SCENE #10. RETAINING WALL DATE PLACED May 08, 199!;3' SUPPLIER NELSON & SLOAN TIME Ql:00 pm DELIVERY TICKET NO./T:RUCK NO. 696749 SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % GEMENT --- AIR TEMPERATURE, °F 64 WATER CONCRETE TEMPERATURE, °F 78 FINE AGGREGATE DATE RECEIVED IN LAB May 11, ;I.998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PS'I \ROLAND ROOT AP MIXTURE MIX DATA SUBMITTED BY NELSON' & SLOAN COMPRESSION TEST RESULTS ASTMC39-94 ·--, SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.)_ (SQ. IN.) -(PSI) TYPE OF BREAK -----~ 16922 A 7 05/15/98 16922 I B ; 28 06/05/98 i 16922 i C I 28 06/05/98 I r 16922 I D I I I I I I I s PECIFICATIONS 28 REMARKS: X. Cylinders made-by PSI representative, Cylinders made by Arcliitect's or Contracto(s representative. 8500.0 6.00 Cylinders picked up tiy PSI -~ representative. _ · Cylinders ·delivered to PSI labora\ory. 28.27 3010 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CA?PED IN ACCORDANQE. WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES ·TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN·PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~~l~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REP6RT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINA$ SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-576 _ May 1_8_, _ 1998 ·---------.... __ :.::c...:::: ::-...::--··· :::-.:-:.================== LOCATION OF PLACEMENT LAGOON VAULT ACCESS HOLES @ VAULT #1 & #2 PERMIT# FOR VAULT#. 1 97-3248 & PERMIT# FOR VAULT #2 = 97-3242 DATE PLACED TIME May 11, 1998 03:45 pm SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 821706 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4 ql 73 May 12, 1998 PSI\DEREK PETERSON PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO~E-~APELlCh6.LE..AS.I/.l.SI~OA8R.S,U~LESS_O.TJ:lEE!Wl§E.JND.lCAIEO;cSL.U.Me;_Cli~~O.ll:.AIB..C.QtITEtit;J;Z31=9.1.b:.IEMeEBAI!.!Be:..CiQ.e.!:.6.~Wl~CAPPING· C.U.3 • CQMPRESSION TEST RES UL ts ASTM C39-94 302504 SPECIMEN ·-r-1 T;;;--1 T TOTAL I CYLINDER I CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF ! NUMBER OR SET NO. I (DAYS) f TEST ! ---+---·--+------c···· ·------------+- 16929 16929 16929 16929 A 7 ! 05/i8/98 ! B 28 j 06/0B/98 C 28) 06/-08/98 D i 06/08/98 ' .. ' I 1' I i LOAD DIAMETER (LBS.) I {IN.) -·---···~--·-·· ~--····- 1 75·000 I 6.00 I ____ __j ... -· .... -~---·. --1--________________ __/ ·-------------- SPECIFICATIONS I I I 28 1 AREA STRENGTH ~<?:~~--{PSI) TYPE OF BREAK . -----~------i I 28.27 2650 Cone 2500 --------~---'----. ------· ---.---· -------- REMARKS: X Cylinders made by PSI representative. Cylinders picked up by-.PSI X_ representative. Test results comply with applicable specifications. Cylinders made by-Architect's.or Contracto~s representative. Cylinders-delivered to PSi la,boratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6I7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTE,N PERMISSION BY PROFESSIONAL SERVICE·INDUSTR)ES, INC. PSI A-200-4 (4)F DISTRICT Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 stries, Inc. l "~"i/ Information ~-'• ®To Build On Engineering • Consulting • Tes.ting · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 18, 1998 OUR REPORT NO.: 059.-70202-690 FIELD DATA: LOCATION OF PLACEMENT MINILAND LAGOON SCENE #8 SUPPORT RETAINING WALL FOOTING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 10, 1998 03:00 pm 4 69 73 J\lne 11, 1998 Pih\DEREK PETERSON NELSON & SLOAN .SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WAT$R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 522 NOTE· APPLICABLE ASTM STANDi\RDS,UfilEl,S OTHEJWVJSE INDICAIED· SWMP· CU3-90a· AIR CONTENT· C231-91b' TEMPEBAJURE· Cj064-86{93)· <;APPINg-.c1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17207 A 7 17207 B 28 17207 C 28 17207 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 . TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) . (IN.) 06/17/98 58000 6.00 07/08/98 07/08/98 REMARKS; .K_ Cylinders made by PSI representative. Cylinders picked up by PSI .K_ representative. Cylinders made by Architect's or Contracto(s representative.· Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2050 Cone 3000 Test results comply with applicable specifications. Test results·do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN eERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~l!f:::- bISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF 'CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CA;RLSBAD, CALIFORNIA CARLSBAD, CA 92 0 0 8 DATE: OUR REPORT NO.: 059-70202-571 May 14, 1998 -=-=-=============================== FIELD DATA: LOCATION OF PLACEMENT MINI]:.AND WASHINGTON HAR,BOR SLAB-ON~GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY April 29, 1998 12:00 pm 5 65 77 April 30, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.lTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTl:/RE COMPRESSION TEST RESULTS , ASTM.C39-94 LABORATORY NUMBER 16885 16885 16885 16885 SPECIMEN IDENTIFICATION OR SET NO. A B C D TEST AGE (DAYS) 7 28 28 05 I 05 0.5 i -) SPECIFICATIONS ------~' _2!J_ __ --------- TOTAL ·CYLINDER CYLINDER COMPRESSIVE DATE OF LOAD DIAMETER AREA STRENGTH TEST (LBS.) (IN.) .(SQ. IN.) (PSI) /06/98 83000 6.00 28,27 2940 /27/98 /27/98 I 2500 NELSON & SLOAN 515 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PS I :X: representative. Test.results comply with applicable specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY _OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF, THE ENTIRE. CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROF.ESSIONAL SERVICE !NDUSTRIES, INC. PSI A·200·4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CA1T~E LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 14, 1998 OUR REPORT NO.: 059-70202-572 ·····---· ··-----· ·=---=--:::::.::-::=-.::.-:::-::-.:: .. ..:· -:=..:=:.:::..:::::··:-:=-=-:--_ :.-:-.:: •. ::.-::::============-=-========~ FIELD DATA: LOCATION OF PLACEMENT LAGOON/M:tNILANP RETAINING WALLS FOOTINGS DATE PLACED April 30, 199e TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB May 01, 1998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SUPPLIER DELIVERY TICKET NO.lTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARS.E AGGREGATE ADMIXTURE NOT_l::.llffLLChBLE.ASIM.S_Tl\NDA8D.S.U1'lLESM>JJ:IERWISJ;J~QlCAlFD;_SLl..!Me:.clli:=J1.0.a;.lllR..CO1'lIEl!IT:.C.2ll:~11:.IEMeEBAIUBE;CCJ.0.6~1!li-'.a3):.CA..eefN~;_C.123.1:.9~ I ·- j SPECIMEN T TEST : F COMPRESSION TEST RES UL TS ASTMC39-94 r---I TOTAL CYLINDER i LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH ··- LABORATORY IDENTIFICATION! AGE I DATE 0 NUMBER OR SET NO. (DAYS) , TEST ----------------~-----·-:---J (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16882 16882 16882 16882 A B C D 7: 05/07/ 28 ! 05/28/ 28 J 05./28/ -~ ______ J_ ______ ' i ... ---· - I SPECIFICATIONS -------· ---·--·-·-· .• _____ _I_ ··-· -..I -- REMARKS: Cylinders made by PSl'represeritalive. Cylinders made by Architect's or Conlracto~s representalive·. ------------·-·-----· ------ I 98 I 84000 6.00 I 98 I ~8 I i I ,., I l ' I I ..... --·----·---·----------------- . Cylinders-picked llp by PSI x_ represenlalive. ' Cylinders delivered to PSI laboral_ory. ' ,' ------a -· 28.27 2970 Cone ----·------ Tesl results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, ofessiona/ Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS; H. 0. K.. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISS,ION BY PROFESSIONAL SERVl9E INDUSTRIES, INC. PSI A-200·4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 IPSi/fonJ;:z:;1/f: Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ES.TATES INC 5600 AVENIDA ENCiijAS SUITE 130 CARLSBAD, CA ~2008 July 16, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR RE;PORT NO.: 059-70202-764 LOCATION OF PLACEMENT MINILAND WASHINGTON MODEL SLAB-ON-ORADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July·08, 1998 03:15 pm 5 1/2 l:!2 87 July 09 ,~{1998 PSI\DAN {'RAMAGE ESCONDIDO READY MIX SUPPLIER DELIVERY TICK!=T NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLE~EB'&'lllE.J.NDICATED· SLU!,IP· CHHQa· AIR CONTENT· C23M1b· TEMPERATURE· C1Q64-86CJ13)· CAPPING· 012 . COMPRESSION T(:ST RESULTS ASTMC39-94 ESCONDIDO READY MIX 25550 3011500 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) · TEST (LBS:) (IN.) .(SQ.IN.) (PSI) TYPE OF BREAK . 17386 A 7 07/iS/98 74000 6.00 28.27 2620 Cone 17386 B 28 08/05/98 106000 6.00 28.27 3750 Cone 17386 C 28 08/05/98 102000 6.00 28.27 3610 Cone 17386 .D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cyiinders picked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicalile specifications. ALL CYLINDERS CAPPED IJ)r ACCORDANCE WITH ASTM. ~e-o I~ r u r, u 't:{ i.;;, TECHNICIAN: DAN RAMAGE Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD lr--J/{:f---THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE'PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT ~G:~ Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·ln~•, Jnfo~n ~.;,,• *To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRE~SION TEST TESTED FOR: DATE: FIELD DATA:· MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 14, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-833 LOCATION OF PLACEMENT MINILAND SPACE AGE TOPPING SLAB BETWEEN C&B - 3 & 3. 8 DATE PLACED TIME SLUMP, IN. · AIR CONTENT, % . AIR TEMPERATURE, °F :·:coNCRETETEMPERATURE, °F . DATE RECEIVED IN LAB . FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 05, 1·998 08:40 am 5 1/2 68 87 August 06, 1998 PSI\ROLAND ROOT PALOMAR TRANIST MIX SUPPLIER DELIVERY TiCKET NQ.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PALOMAR TRANIST MIX 843592 303006 NOTE· APPLICABLE ASTM STANPARD~LESS...QilllIBWlSJ;JNQLCAIIW:.ID.U™90a· AIB CONT~NT· Q231·R1b· TEMPE8AI!.1BE~/93)· CAPPING• C.V3.1.:lJ.3 COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17513 A 7 08/12/98 17513 B 28 09/02/98 17513 C 28 09/02/98 17513 D SPECIFICATIONS . 28 REMARKS: X Cylinders made by PSI represenlative. Cylinders made by Architect's or Contractor's representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN:) 55000 6.00 Cylinders picked up by PSI X representative. _ Cylinde~s delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 J.:950 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F Respectfully submitted, ~nal Service Industries, Inc. DAVI~J!-;;- DISTRICT MAN~iCE Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ,i:.;,."~"i/ Information ~.;,• ~ToBuild On· Engineering • Cc,nsulting • Testing REPORT OF CONCRl;TE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 14, 1998 OUR REPORT NO.: 059-70202-836 . . FIELD DATA: LOCATION OF PLACEMENT MINILAND SPACE AGE TOPPING BETWEEN 3 & 3. 8 ON LINE D DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 05, 1998 08.: 10 am 6 1/2 AIR TEMPERATURE, °F 6 5 CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB Aug-qst 06, 1998 FIELD DATA SUBMITTED BY PS I \ROLAND ROOT MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX . ,. . SUPPLIER DELIVERY TICKET NO.ITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE A0MIXTURE NOTE· APPLICABLE ASTM STANC!AB™LESJiQil:l~PICATED· SLUMP: C143-90a· A)R CONTENT· C231-91b' TEMPERATURE· C1064-86{93)· CAPPIN_G· SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17514 A 7 17514 B 28 17514 C 28 17514 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN-) 08/12/98 55000 6.00 09/02/98 09/02/98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:>_ (PSI) . ~8.27 1950 3000 PALOMAR TRANSIT MIX 843568 303006 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. ·Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. ·Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WJ;TH A!:JTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t •'OiJ Information ~..,,. *To Build On Engineering • Consulting • Testing , REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 14, 1998 . REVISION #1 OUR REPORT NO.: 059-70202-833 FIELD DATA: LOCATION OF PLACEMENT MINILAND SPACE AGE TOPPING SLAB BETWEEN C&B -3 & 3 . 8 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August OS, 1998 08:40 am 5 1/2 AIR TEMPERATURE, °F 68 CONCRETETEMPERATURE, °F 87 DATE RECEIVED IN LAB August 06, 1998 FIELD DATA SUBMITTED BY PS!\ROLJWI) ROOT . MIX DATA SUBMITTED BY PALOMAR TRANIST MIX SUPPLIER DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS UNLESS OTHERWISE INPICATEO·SLUMP· 0143 .. 90,· AIR CONTENT· C231 .. Q1b· JJ;MPEBAnJBE··c1oe,M18to3)· CAPPING· C1231-03 , SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS), 1751·3 A .7 17513 B 28 17513 C 28 17513 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39--94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 08/12/98 55000 6,00 09/02/98 85500 6 .. 00 09/02/98 85000 6.00 CYLINDER' COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28,27 1950 · 28 ""27 3Q20 28.27 3010 3000 PALOMAR T!UWIST MIX 843592 303006 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders pick!ld up by PSI X. repre~entatlve. Test resulls comply wilh applicable X specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT CONF cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suitt:1 E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l lft"GiJ InformatiiJn ~.,, •. To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 August 14 ,-1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-836 LOCATION OF PLACEMENT MINILAND SPACE AGE. TOP:j?ING BETWEEN 3 & 3 • 8 ON LINE D DATE PLACED TIME SLUMP, IN. AIR CONTENT,% August 0-5, 1998 08:10 am 6 1/2 AIR TEMPERATURE, °F 65 CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB August 06, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIXDATASUBMITTEDBY :i;>ALOMAR -TRANSIT MIX SUPPLIER DELIVERY TICKETNO./TRUCK NO. . MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE; APPLICABLE ASIM STANDARDS UNLESS OTHERWISE l!iDICATEO· SLUMP· C143·RP1· AIR CONTENT• ¢231~i1b· TEMPEBATURE· C1084-88CQ3)· C>fPING· C1231·Q3 COMPRESSION TEST RESULTS ASTMC:39-94 . - PALOMAR TRANSIT MIX 843568 303006 SPECIMEN TEST TOTAL CYLINDER CYLINDER . COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST· (LBS.) (IN.) 175!4 A 7 08/12/98 55000 6.00 17514 B 28 09/02/98 85000 6.00 17514 C 28 09/02/98 85000 6.00 17514 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractots representative. Cylind~rs deliv(!red to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: ROLAND ROOT AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1950 Cone 28.27 3010 Cone 28.27 3010 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. R~, ~ ce• NfO · ,~. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~:Aui:;;Rk/nc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY-NOT BE INDICATIVE.OF THE ENTIRE CC)NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F ~rii~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite -E • -San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 J ... CLIENT LC(;,o LA Ni> DATE h-:za-9'5 . · INSPECTION REPORT Page_1_of_ PROJECT (Name) ~/:;) Ldo--i'i (Address) M4&5Bi'fi> f!Ld, Architect___, .... · -=o="~----------------------- REPORT NO. os2·7qz_o:z,, ,.-?00 Building Permit No. _A.-!=-=>/4'-'--...:..· .......... ------------'-- Plan File No,------------,------ Govt. Contract No.------------------Engineer ,,.,, flt£ TZ & OSA or OSHPD· #---'---'-----,,----'----- Contractor :CS @4\a'lf-G>5 &o77ttnc.:, INSPECTION MAT'.LSAMPLING QTY MATERIAL DESCRIPTION INSPE.CTION CHECKLIST _OSHPD ~ Concrete Cylinders --=L ~ Rinf;: Rebar d:!2£5 ,(?,"'-bu. ...k_ Plan & Specs _OSA __ Cement ---. _ Rinf.: W.W.F. .::?::!::... Clearances ..x..,. Specialty __ Mortar Samples __ Rinf.: Tendons ~ Positions __ Mechanical __ Grout Samples --X Cone.: Mix #/psi -s'Q(l:fa:/w _Sizes __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi __ Laps __ Roofing ·-. _ Masonry Block ---. _. Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --__ Grout: Mi.x #/psi .2s:... Consolidation __ Masonry __ Units (block orbrick) --__ Mortar: Type/psi -. Mortar Batching __ struct Steel __ Asphalt Concrete --__ Units: Block _ Electrode Storage __ Prestress Cone _._Roofing --___ Units: Brick .-_ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel ___ H.S. Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes .. __ Soils Technician __ Other --___ Fireproofing __ Batch Plant __ Other --__ Other _ Corrective action required __ __ Bolt Pull-Out _. _Other --_ Corrections completed ,_ REMARKS ('l?&&:lt-(1"'7ZC ,., b I, .,.., f4? ? <5"K,-Pc d: 6:::$ ~ . -----------------------=-==- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, sµb$tantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME :2)@&2, ? 1?0:n,22.:S o,v · (Print Clearly) ~ INSPECTOR SIGNATURF Y.. JI,? ~~ -3 PSl·B-900-170(2)