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HomeMy WebLinkAbout2495 FARADAY AVE; ; CB992829; PermitSPECIAL INSPECTIONS CB992829 2495 FARADAY AVE Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: Report No: Engineer: FIELD INSPECTION AND TEST REPORTS May 8, 2000 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: Permit Number: 783 Gregory Smith, RCE 26151 NIA GR99-0032 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 4/4/00-4/17/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. . Reports enclosed (3) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suitel8 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of j_ Project Name ____ p'--~---"--4 :::,<--=-: _· _____________ TESD Project# __ c~J_Cf_'.-._\..J_'--1_-----~---- Address ':)..Cf:Ot s-P"-M:,l,c"J. a,y ~ b----,! General/ Subcontractor ____ Q _ _._tz-_~ __ ...,_,~l--r/ __ T~}t_-i_Jl_..,_S ___________________ _ 7 Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone ____ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- · OSHPD __ Roofing --__ Other __ Corrective action required 'F~cialty __ Other --__ Corrections completed Remarks fP.J. :f l,i ~I CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _ ___;._{l;t_· WJ:_· *_..;_~ ---=--;t)~~~·~u_· ~,J _____ _ (Print Clearly) INSPECTOR'S SIGNATURE ~t'th---_/ CERT. NO.---------- DATE __ (~~'/_t_l~/a_t_' _-=--= Forrnl/003 ~--. , ·~ Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name ££1) FX.' C/l:?.~ i /~ / ;7 TESD Project # ---L-L--L...L__,.,'7::.'----"-Z:,.....,_4.1. ____ _ Address o2 '19, .t£ Fa rcI cir,;,, y: J4 ,J \ Cit. v,L.s h q <) , L4 L ~ P, General I Subcontractor o= r ,qA,) I 2 .11 e-C t ·· Li/,, JJ /'..:J 7 ,_ / ~"J Building Permit# c B C/9 J.. "d,. c;: DSA # _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete __ Soil __ cone: Mix #/psi 1.,,// ------__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi 1.,/"' $pecifications Masonry __ Subgrade --__ Cone: Mix #/psi V Sizes 2struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch-Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~onsolidation --Soils Technician __ Mortar Samples --__ Units: Block ~ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms --__k'.:'.:._steel ;::J.J_(; L_'A.5le! -/3 __ Load (Pounds) 7 __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --~lectrodes £ 7cJ If -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks -~"' 1 .€..-e..---''J F 6' x:_ 0 X. ~ 8:r; ,2., ( _ ,.SlT V' uT I, i7f L.=<-= k: ?:::o p t1 ·V' I c{ ,r / 0 ;:> e .v-r:-1.,q-;;, i_ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise st specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ,.ff; V-L !'. 1'--( q·t:h -LS ~Print~y) _pi 1 .i/1 _,, ' ,J INSPECTOR'S SIGNATURE C,..av{_ '(_, o/4j,-;?_r,>-::r:.Plr-:-:t......A....,_,,--_ -- DATE ~/-;frtJv Form/1003 1/ .. > '>-.. Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 Page_1_of_ San Diego, CA 92111 INSPECTION REPORT Project Name I,;;:--ff/) /:TX Address ~ .t/ 9S l~.Y-CL cl av f/.v, /.:J_ L . j /?L /F t...-« vs ba c) . Ut i , TESD Project # V:9 -P.-/. { /.I -2-; <? General/ Subcontractor (2 ieti'.N J ,) 1J .e-C., J Building Permit# C rf czcz:otr~.rz DSA# ______________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract# Other ___________________ _ INSPECTION Concrete __ Prestress Cone ~Masonry I/" Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant Soils Technician Mechanical Electrical __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA __ OSHPD __ specialty Remarks MAT'L SAMPLING __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Rein!. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ steel --. H.S. Bolts __ Fireproofing __ Roofing __ Other ___ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Cone: Mix #/psi __ Cone: Mix #/psi ___ _ ~-Plans ______ _ _1.. _Specifications ____ _ __ Cone; Mix #/psi ____ _ t/ · Sizes ______ _ __ Rinf: Rebar _____ _ __ Slump ______ _ __ Rinf: W.W.F. ____ _ __ Air Content _____ _ __ Rinf: Tendons_____ _ __ Temperature ____ _ __ Grout: Mix #/psi____ __Unit Weight _____ _ __ Mortar; Type/psi____ --;;:,-Consolidation ____ _ Units: Block______ L_Electrode Storage ___ _ __ ynits: Block ,.'ji __ Torque Applied i.--'·steel jz ·e-l::/.:i1 , __ Load (Pounds} ____ _ H.S. Bolts _____ _ __ Metal Decking~--~- 7"~lectrodes G::_ ZO/ ,( __ Fireproofing ____ _ __.,,,.-Other .YTL · ft{i{;C! -/2' Thickness _____ _ __ Corrective action required __ _ __ Corrections completed __ _ Field Representative f--~=1-..,.Lt:>.A,-Cl'-----'c-'L!.....ll->Lc,l-"""=---- l CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s\ated, is i specifications and the workmanship provisions of the applicable code. -----.'l INSPECTOR'S NAME __ ):_·-_c:;..;_t-_v..c-L __ L-=/ -~/1;; __ ;-r_'-"""'ti_e.-_s ___ _ (Print Clearly) CERT. NO.---------- ..?'_ /) .4 -· INSPECTOR'S SIGNATURE _C_ .. (Cf,.,lL--==,_·--'--'K_....,.·' . .as-'.' ___,f'--~/......,{<-c;:L.=--~------~·~-'Cl::/4_· ~----DATE_4/_._-3/_~-t7_,_~_7··~'·--=---== Form#003 Testing Engineers -San Diego, Inc. FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: April 18, 2000 TO: City of Carlsbad Building Department 2075 Las Palmas Carlsbad, California 92009 Established 1946 Job No. 1999-443 & 1999-443b SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMlTNO.: CB992829 PROJECT ADDRESS: 2495 Faraday Avenue Carlsbad, CA I declare under penalty ofpe1jury that, to the best ofmy knowledge, the work requiring special inspection, material sampling and testing, including the off-site fabrication of building components for the structure/s constructed under the subject pennits is in confonnance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 1 gu, day of April, 2000. The work-which we provided Special Inspection consisted of: Reinforced Concrete, Slab-on-Grade, Dowel/Bolt Anchorage, Structural Steel Field Welding, Built-up Roofing, Bolting HSB -Floor Flatness Testing. A. [f the inspection services were provided by an approved material testing laborat01y or special inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Testing Engineers -San Diego, Inc. ADDRESS: 7895 Convoy Court, Suite 18, San Diego, CA 92111 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIA rNSPECTION AGENCY: NAME (PR[NT OR TYPE) State of California Registration Number: C56018 Expiration Date: 12/31/00 B. If the inspection services were provided by an independent ce1tified special inspector: SPECIAL INSPECTOR'S NAME (PRrNT OR TYPE): REGISTRATION NUMBER: EXPIRATION DATE: SIGNATURE: Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite I 8 San Diego, CA. 9211 I [858] 715-5800 Fax [858] 715-58 IO Testing Engineers-San Diego, Inc. PHYSICAL PROPERTIES OF ASPHAL TIC CONCRETE Date: 04128100 Job No: 1999-443 Job Name: ADDRESS: FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: Permit: Application: NIA GR 99-0032,CB992829 NIA Report No: 983 nnf ENGINEER: R. DOUGLAS PROVINS, R.C.E. 56018 12131100 'f--V Lab No.: 54279 Project: FEDEX Van Station Sampled: Date: 4111/00 By: TESD Type of Material: ½"Max.Medium Submitted: Date: 4/11/00 By: TESD Source of Material: Superior, Canyon Rock Location Sampled: Faraday Rdwy Improvement El Camino Real & Service Rd., south of the building from Orion St. TEST STANDARDS ARE ASTM (unless otherwise specified) TEST RESULT SPECIFICATION TEST LAB COMP ACTED UNIT WT., PCF (HVEEM) 148.5 NIA STD D1561 & D2726 Established 1946 Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 .. Testing Engineers -San Diego, Inc. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: 04/28/00 Job No: 1999-443 Job Name: ADDRESS: FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: Permit: Application: NIA GR 99-0032,CB992829 NIA Report No: 984 nf)(? ENGINEER: R. DOUGLAS PROVINS, R.C.E. 56018 12/31/00~~ Lab No.: 54275 Project: FEDEX Van Station Sampled: Date: 4110/00 By: TESD Type of Material: ½" Max. Medium Submitted: Date: 4110100 By: TESD Source of Material: Superior, Canyon Rock Location Sampled: Heavily traveled way, southwest of building. TEST STANDARDS ARE ASTM (unless otherwise specified) TEST RESULT SPECIFICATION TEST LAB COMPACTED UNIT WT., PCF (HVEEM) 149.1 NIA STD D1561 & D2726 Established 1946 Testing Engineers -San Diego, Inc .. 7895 Convoy Court. Suite IS San Diego, CA. 92111 [858] 715-5800 Fax (858] 715-5810 Testing Engineers -SanDiego, Inc. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: 4128100 Job No: 99-443 Job Name: ADDRESS: FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: Permit: Application: NIA GR 99-0032,CB992829 NIA Report No: 885 ~f ENGINEER: R. DOUGLAS PROVINS, R.C.E. 56018 12131100 Lab No.: 54279 Project: FEDEX Van Station Sampled: Date: 4/7/00 Type of Material: ½" Max. Medium Submitted: Date: 4/7/00 Source of Material: Superior, Canyon Rock Location Sampled: Northeast driveway. TEST RESULT LAB COMPACTED UNIT WT., PCF (HVEEM) 148.4 By: TESD By: TESD SPECIFICATION NIA TEST STD D1561 & D2726 Established 1946 Testing Engineers -San Diego, Inc .• 7895 Convoy Court, Suite 18 San Diego. CA. 92111 [858] 715-5800 Fax [858] 715-5810 G Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 986 Project Name Federal Express Van Station __ . _ . __ Project No 1999-443 Project Address 2495 Faraday -------· ........ Gen. Contractor Grant General Contractors, Inc. Sub-Contractor ---------· --··----------------------- Engineer ,.l:J.C?.!fm~y~L~_tr,~_ctura!_Er_,ginee.r:s__ __ Architect The Crump Firm, Inc. Bldg Permit No GR 99-0032,CB992829 Plan File No N/A Gov't Contract# NIA DSA/OSHPD DSA# N/A Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data Concrete Cylinders ----~~------ 3/28/00 Slump . -----~-----. .,._ ....... --· , HANSON Kelly Ball -·--"····· --·· ... - NIA Air Temp ··---·-.. 560-C-3250 Mix Temp -·------·· -----------· ---· 3250 psi 22.4 MPa Air Content ·--4---~--------... 3250 psi 22.4 MPa Unit Weight Measured (in.) 4 (in.) NIA (OF) NIA (OF) NIA (%) NIA (pcf) NIA Specified NIA NIA NIA NIA NIA NIA Truck No. 443 Ticket#: 190344 Load# NIA Time Batched Time Sampled Age: 24 Min. Sample Mark: . 1, 2, 3& 4/4 (99-443) 3/28/00. Admixture NIA Delivered by CL Date Rec'd in Lab: 3/29/00 Logged in by: N/A Gallons of water added at N/A by N/A -----·----- Specific Location --~0"!~.~_l:~_~DREL @WE~T_ DRIVEW~Y SOUTH OF FARADAY ST. Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 39317 4/4/00 [J 6x12in 28.27in2 89,600 lbs 3170psi 21.8 MPa 28 39318 4/25/00 D 6x12in 28.27in2 112,000 lbs 3960psi 27.3MPa 28 39319 4/25/00 D 6x12in 28.27in2 112,500 lbs 3980psi 27.4MPa 56 39320 5/23/00 ~J 6x12in 28.27in2 lbs psi MPa Comments: 28 day test meets. specifications. _ .. ___ _ JN Sampling and testing conducted in eordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 , , Checked by: ··, ; Date: __ Reviewed by: __ ~ __ v _______ Date: + {-d?[C{) R. Douglas Provins. PE cc: Hoffmayer The Crump Firm, Gale & City of Carlsbad Grant General Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: 4/28/00 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 54105 Report No: 918 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 3/25/00. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. 1?f2.l£· R. Douglas Plovins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (1) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 ·. ' Particle Size Distribution Report .E .E 5 .E .E ~ .5 .s g Si! I " ;;\ ~ ill 0 ~ ~ ; i <O "' "' ,""< ,t ;;;; ;;;; ;;;; 100 I I I I :~ 1\ I I I I I I I ------. -_ S~n: 9.'2L TRANS _g.c,}§.: £.LA.§§Zf 1:'.M,';1$_ I I I I ~\: I I I I I I I I I I I I I I I I I I I ------~------I I I ' I I I I I I I I 90 H&J __ ----.-,---f-r-··, , .. ----------------· . . --. -- I I I I ~)i I I I I I I I I I I I I : \ I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I ! -----e----···------. -------1----·-- I I I I I {'' I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I I I I I I I l I I I I I I I L----------------·. -. ->---------· ---70 I I I I I I \ I \ I I I I I I I I ' I I I I I \ I I I I I I I I I I I I I I I I I I I I I 0:::: I I I I I I I ~ I I I I I I I w 60 -i-------,___ ~---··· --1-1--..--··-••H-· --- z I I I I I I I ~ I I I I I I u: ' I I I I I I ~~ I I I I I I I I J I I I I ' I I I I I I I I-I ' ---I -+-I I I i I --~ I ' I I z 50 I-• .. -. -··-·1--· i' ' 1·--,--1 --, ~ I ---,--, --1··· i ·, -· ... --, ..... -· ..... ------------ I w I I I I I I I I ' I I I I I I I I I I 0 I I I I I I I I I I I I I I I '"" I ; I 0:::: I I I I I I I I I I I I I H I I I I I I I I \ I I ~--1--! __ J _ _ ,_ I ... -1 I w 40 ---. ---·r I --· -- a.. I I I I I I I I ~,: I I I I I I I I I I I I I I I I I I I, I I I I I I I I \-.,. ~ I I I I I I I I I I I I I L,,. I I ' I I 30 ----------~----I-· --~ -1-4----1--_,_ fl-~----------< ~ ~ ~--~---1-----1--' . 1,--• -.. --. -· -··-- ' I I I I I I I I \ I I I I I I I I I I I I I I ' I '1' "' ' ' I I I I I I I I I I ' I I I I I I I I I I I I I ~ I I ~ t I I I ... / ... 20 -+--, --··-;---·--.. .J __ '1~ -~---r r --------.. --------- ! I i ' I I I I I I ' I I I I I I I I!'. i I I ' I I I I I I I ~: I ' I I I I I I I I I I I 10 I I I I I I I I I ' I I I -··---.. -- I I I I I I I I I ,,..____ I I r~ ~1 .. ---· ---------- I I I I I I I I I I '---I I .,, I I I I I I I I I I I ,.....___, I 0 I I I I I I I I I I I I I J 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %+3" %GRAVEL %SAND % FINES CRS. FINE CRS. I MEDIUM I FINE SILT I CLAY 0.0 5.6 36.6 14.3 I 20.1 I 15.7 7.7 SIEVE PERCENT SPEC.* PASS? Soil Descri12tion SIZE FINER PERCENT (X=NO) CLASS 2 AGGREGATE BASE (RECYCLED MATERIAL) 1 in. 100.0 100 -100 FROM WYROCK, VISTA 3/4 in. 94.4 90 -100 1/2 in. 83.1 3/8 in. 73.8 Atterberg Limits #4 57.8 35 -60 PL= LL= Pl= #8 45.8 #16 36.8 Coefficients .#30 27.7 10-30 085= 13.5 D50= 5.33 D50= 3.08 #50 19.4 #100 12.3 D30= 0.713 D15= 0.200 D10= 0.110 #200 7.7 2-9 Cu= 48.50 Cc= 0.87 Classification USCS= SP-SM AASHTO= Remarks * CAL TRANS, SEC. 26 -CLASS 2, 3/4" MAX Sample No.: 54105 Source of Sample: WYROCK, VISTA Date: 3/21/00 Location: SITE STOCKPILE Elev./Depth: Client: TESTING ENGINEERS Project: FEDEX BUILDING Project No: 99-443 Plate Testing Engineers -San Di ego, Inc. Date: Job No: Job Name: Address: 4/28/00 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab # 54105 Report No: 923 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 3/21/00. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. 1< ~/_ !12,, R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (1) Testing Engineers -San Diego, Inc .• 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 ·, 140 135 130 g_ 125 ~ 'in C (I) "O 5 120 115 110 105 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: SITE STOCKPILE Elev./Depth: Remarks: TESD LAB NO. 54105 MATERIAL DESCRIPTION Description: CLASS 2 AGGREGATE BASE (RECYCLED MATERIAL) FROM WYROCK, VISTA uses: sP-sM Sp.G. = AASHTO: Classifications - Nat. Moist. = Liquid Limit= Plasticity Index = % > 3/4 in.= 5.6 % % < No.200 = 7.7 % Date: 3/21/00 ROCK CORRECTED TEST RESULTS UNCORRECTED --· -·--- -·---e--- ---1----· -··· ~--- -- 0 Maximum dry density = 132 pcf 131 pcf Optimum moisture= 7.5 % 7.5 % --·· ··-· ----~) -·-, Test specification: \ \ \ ' \ \ \_ u \ ' \ J \ \ ',,. II'"" ~ '\ ' If ~, -I ' • I .\ I ., ·--.. ------- -- 5 10 \ \ \ \ \ 1 \ \ \ \ \ ----\ ---- ASTM D 1557-91 Procedure C Mo dified h point Oversize correction applied to eac 100° 1/o SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: \ 2.8 \ 2.7 2.6 \ \ \ ' 1 ~~~ - \ ' [3 ~ ' --~ -- \ ~r-\ \ I\ \ ' \ -- \. \ \ ' \ '( 1' \ ' \ \/ \ ' \ \ \ I\ \ \ \ \ I\ 15 20 Water content, % Plate .__---------------TESTING ENGINEERS------------------ 1 Ii_.-- -\ Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: Report No: Engineer: FIELD INSPECTION AND TEST REPORTS 3/31/00 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: Permit Number: 512 Gregory Smith, RCE 26151 NIA GR99-0032 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 3/23/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (1) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suitel8 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _J G~, J"',,. qc;,. ct'~ Project Name ------~~----~_· ____________ TESD Project# __________ _ Address ~--c/)q._r-/e,.~O"f Ovv¼ b/~ ,; General I Subcontractor ~ ,/ ~1 2.-"'2-; Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation (,25 Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed Remarks CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con rmance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __,.,M'-----~---------"~__,· ·~,.......,..,.u_ll/' _____ _ (Print Clearly) INSPECTOR'S SIGNATURE _...,..ec..~--=---__,,.___ ______ _ ,7 CERT. NO.---------- DATE __ ~_,__n_~.._~--=----c= Form#003 r; Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT /-, Page_1_of _j_ Project Name ----J~'-----~'---------------TESD Project# 9q_<Af :S Address ______ ?,tf)q __ S-_~f§~~--1--~--/u~"-t{J'--____________ _ General/ Subcontractor ____ ~ __ · ___ --___________________________ _ Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation ...;L__ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage __ Mechanical. __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks }n,-ru~ (7)1 M ~"7:;:.f:tr/'irr/ ,e,: Ti--~ o/t!~/41,J~ 1nr·-h-~f1~ a>t ct ~ f7 ~...;tvc,.vf,,v ft; .:~:~rvi , o6P.YtA.;rJ~',:J J bu_ plc .. cm1~ ~ . bC>\$2.k@ An) ~ v ~ ~ ~ 12-4~ l eJt ~~ /4..,,.fl ~ /~ . .._.t-11-'"t(.r ~ .t CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME /U{~ /rYtl!J i-r 4 / (Print Clearly) INSPECTOR'S SIGNATURE ~~-- 7 CER~NO.---------- DATE __ 7: __ ?'5 ____ /4_(}1,_-~\~o~-tto=os ~ Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT ~age_1_ot_1 r:;:: .;_.c..i TESD P . '79 .. tf-<t3 Project Name __ __,_/_ ~----"'·~-------------------roJect # __________ _ Address ____ O(_C/,_;,qs--_ _..:,_~-~-----.::---r-r-, -~=-· ..;._~_ke_cf' ________________ _ ~Um;;-/ liJ. {g /kl:i/.a.of General I Subcontractor ______ -,!-z;..._ __ #,e.-1;__~--~'L;__ _______________ ~----- Building Permit# o?-Skp 1~A # ________________ _ '2..,-sle.u~ vQll< Plan File# ________________ OO::S HPD # ________________ _ Government Contract # i-~T"7a'ther --------------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage Mechanical __ Grout Samples ----Units: Block __ Torque Applied -- --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed Remarks Field Representative~~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. lz.,i6-ETt, llnfvt.,,-c,,J INSPECTOR'S NAME _____ ,_"---=.,..-,-=,--,-,,-------- <Pnnt Clearly) INSPECTOR'S SIGNATURE ___ ~""-~---=<----=-------? CERT. NO.---------- DATE-~1//~' ~~/2_~_· __ ~=- Forrn#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 /: Page 1 of / ---- San Diego, CA 92111 INSPECTION REPORT Project Name __ F&:t __ ·_tffe<_-_______________ TESD Project# ___ CJcJ_--_<J_·_(I_~ __ _ Address ----~--~ __ ;=;;i._r._a-a._,_t~...,,,.'Y-o---Ov ___ l.J~'.t~~·-t:f~-----------------7 .. /-Cef2t,"M..-7'~,u'<! Building Permit # ______________ DSA # ____ =-------"-------- Plan File# OSHPD # ___ 1'2 __ -__ s'-#=A-p.--,,_t_~-=----~-----?.._ ...),~ ~ht. ;,ff/4_ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving, __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi _-25!._soils Technician __ Mortar Samples ----Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ Steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other --Specialty __ Other -- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME-----'~'----· -~~;1,_, _v_n_·~_M' ____ _ (Print Clearly) INSPECTOR'S SIGNATURE------,~~____,,-· _,,_c,r--_____ _ / , --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections c9mpleted ___ CERT. NO.---------- DATE_?/_,_/~_t!D __ -=---== Form#003 * ~ESb it ,. ;t.. z \:-~ l ;:~(./ 0<1'-troR\~· \~ '\h. (_. ()/7()~ Tesling Engineers ~ San Diego, Inc. '(Y · 7895 Convoy Ct., Suite 18 f__ ~ Page_1_of_ San Diego, CA 92111 INSPECTION REPORT Project Name F-f'c&/'cl I E &et=>;:;, t; l//f...;V -~CIA./TESD Project# _0/~f~-Ll-q~',p""'----- Address pl. Lt C/1 ~df' ~15/Jcfol General I Subcontractor ____________________________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --~atch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation _£ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied __ Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD _·_Roofing --__ Other __ Corrective action required __ specialty _._. Other --__ Corrections completed ___ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise revisions of the applicable code. CERT. NO.---------- DATE) 3 >f-AR~d Form#003 Project Name ;.::? lf7J £)( Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ TESD Project# 99'--..y{,(? Address ----"'d---"--,'i~f ..... ~....,_'"f _ _,C,_',--__,_q_,r,_· -~t'-""'"d-"c:: ..... l _,,l,""-i~lt'-'''--"'-v-f1r---------------------,,,-::; . ,/ . /? . I L--at/f-~ hq,J_ / Lef( /2 I -1/J / General / Subcontractor __ Lz:i,.._,,__,_V_~,.,_, .... l\ ... i....,t"-' -+--=L----~h-=c.?'--l"r1_·c.=;...· ."""o-'-'-;J ______________________ _ Building Permit#_={_:. ~'1~1,_C/,_Q-=-4~· -&--'·J.~· ~'l~' ___ DSA # _______________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --~lans __ Prestress Cone __ Base __ Cone: Mix #/psi 1,.,,/S T . --__ pec11cat1ons 7Masonry __ Subgrade --__ Cone: Mix #/psi _\LSizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block ~lectrode Storage --Mechanical __ Grout Samples --,,tfnits: Block __ Torque Applied --Electrical __ Masonry Prisms --~Stee1//J GJA5tl?J-!J. __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --Metal Decking -- __ Waterproofing __ H,S. Bolls --V Electrodes E zo;rr -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ c.;.;.J?i co j Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the apP,q:>Ved plans and '.,,._ specifications and the workmanship provisions of the applicable code. Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ .. -::"JJ ·--x· Project Name t:~ b£_:_ L;' _ TESD Project# CZ9--¥ t/3 Address 2. 5[ 9 s= ;::: a i/' c.¾, ol CL v I-/: J ,. /'.)·-' ,t;:J.!-, l J::tv:h-S h 0t cl-kt'{ L[E 1 General / Subcontractor @ ;,---:~ tJT / LL q V C.--t> ;/ Building Permit # L ff 9 9 J R':1-9 L DSA # _________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract# Other ---------------------- INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi Masonry __ Subgrade --__ Cone: Mix #/psi :Z:-struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi --Batch Plant _· _Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --::Z:-steel fl-.;{{:.; [LJ:f0;-t>-·· fJ t __ Bolt Pull-Out __ Masonry Block --__ H.S. Bolts __ Roofing __ Steel --Metal Decking __ Waterproofing __ H.S.Bolts --7 Electrodes £'7 cJ /? ' __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ specialty __ Other -- Remarks_ C2o :err-;._/ i A < ~ ,r:::Plt I f' )_ • C>~~ l.--L . ' I CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. INSPECTION CHECKLIST ~lans ~Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation VE1ectrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ o;j d-s d. f!_, Cl\_ 1 l.s: nee w th the approie.g plans and ~/J ··:: .. /7/. I} ii';',. -::._ •• ~u V . 1, -fl C 1 ···:. .. ', EAR~ il. r,n,n:rw::::: ·:..._ INSPECTOR'S NAME __ £~....c;.,.·q._._r--=L'---"~'"'='·!--=L-)--,--,v/......,.,a,,_±-'----Lh...._e...s~'--- ~ /l ,;;nni;early) 1 19))_(i71 ./ CERT. NO.--------'---- INSPECTOR'S SIGNATURE , --=tf:.L,,e il--11~ - Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F £ f) rx-TESD Project# 9'q-<J?-l-3 Address -~--,-.,-+':L~9_'~'J __ F_-_q...._,v_,,_~q_~c/~Cl_,,.f--lJ~J-, --------------- (;g/Ls h tt ?1; <:tt Lie. , General I Subcontractor @/-q1v>/ / CLa. v' C-0 1.) Building Permit # C ./5 CJ CJ :,.,f 9>). CJ I DSA# _________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'LSAMPLING --Concrete __ Soil __ Prestress Cone __ Base ~asonry __ Subgrade true! Steel __ Asphalt Concrete __ Fireproofing __ Concrete Cylinders __ Pile Driving __ Cone Flex Beams __ Non-Destructive __ Rein!. Steel __ Batch Plant __ Tendon (PT Strands) __ Soils Technician __ Mortar Samples --Mechanical __ Grout Samples --Electrical __ Masonry Prisms __ Bolt Pull-Out __ Masonry Block __ Roofing __ steel __ Waterproofing __ H.S.Bolts __ DSA __ Fireproofing --OSHPD __ Roofing --Specialty __ Other ' r [ i I\ /;;; ~,,,~":. ".'·=) :lS'l" 0 :\" .. ~ -~ --~ .. ·=· ~ V: -:-1 V'::( -S-..;i ; QTY MATERIAL DESCRIPTION --__ Cone: Mix #/psi -- --__ Cone: Mix #/psi --__ Cone: Mix #/psi --__ Rinf: Rebar --__ Rinf: W.W.F. --__ Rinf: Tendons --__ Grout: Mix #/psi --__ Mortar: Type/psi --__ Units: Block --~-nits: Block --tee1 //3 .,:;JZ}:) m-Jf! ) --__ H.S. Bolts --~etal Decking --__ Electrodes £7tJ/'f7 --__ Fireproofing --__ Other -- a N A= . L1) e/ld) ',5---Lt ? s r tt·,, ..... .s L , M -e CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is i specifications and the workmanship provisions of the applicable code. IN~TION CHECKLIST ~Plans zpecifications izes __ Slump __ Air Content _,_Temperature __ Unit Weight ~onsolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) Thickness -- -- -- -- __ Corrective action required ___ __ Corrections completed ___ ~ S .'7-( c I > r' 1, I / I F /1.-5 E.~RL R. M/1·1:.:,:.: 791).~77~ ,1 .... 1NsPEcToR's NAME --"£_??,---"-'--1,,....,./ L=-· _!C:~('--=-M.,...,.-Cf--'-fi_/2_e___s __ _ p (Print Clearly) CERT. NO.--------_, .. '--- INSPECTOR'S SIGNATURE ___,_(_/__:;;ad....,· c.=..,.,,(}-=.l:7......,_-"-fr/._,_~""":--"'-""".'--'--/ -=? -=->L--- .-/.-•:,- DATE_6l..~~~/~G~---":~~~,6_u_' __ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name r Ct) ex TESD Project# qq -¢.c:/_f' Address r2J/</fi' F=-clv"'c{ t:{Ay· fhd· (-4. vl,--s b g cf . &1 Lr h /.2.._J --·1· General / Subcontractor lo/ V'(( ti I /_!,....q yc,..ot,..) BuildingPermit# e_fj EJC/1..VA:c/ DSA# ______________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ $oil --__ Cone: Mix #/psi --L..-;;lans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~pecifications ~sonry __ Subgrade --__ Cone: Mix #/psi ~izes Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block ~~ctrode Storage __ Mechanical __ Grout Samples --~nits: Block __ Torque Applied --Electrical __ Masonry Prisms --x_steel !}:_3 ~.j!/..)@-8 __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block --__ H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --~1ectrodesE7o I? -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ I Field Representative~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME Eitr L IC. 11£111 ·e_,s Cad ")f"""?jt . h INSPECTOR'S SIGNATUREr /' 0'{J'z/~ ...... -.;-· -,\ r~ ;.J -" OG 1 ,;,;.· -ARL R M"''•JO -· b . ,t,i ·-·' "\,_ 1s11:n1 CERT. NO.----'-----,;-',. -- ~· V ,f-' ., ,: . / DATE ;t-/7-t:JCY Formff003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name /----,_6-'-./) f2( TESD Project# ~C/~Cj_ ...... ~yt_·_~_S __ _ Address _ __..,=;!_L.J+--=' qa....a_a,;...,~'------'F_---=q"-"-"-i/'__,g"-'--=6-'--L=l.1-=---¥' __,_)_,_q~f./""----+-. _______________ _ C..C< v-L .. '\ h cuf 7 Ca L r P,, ' General I Subcontractor @rt:11 N I / e. ,L av· C.. O A..J t r BuildingPermit# ~f1 qq,1_gr49 DSA# ______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi --v;lans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi Vsizes l_....-~truct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block ~lectrode Storage --Mechanical __ Grout Samples --Units: Block __ Torque Applied --Electrical __ Masonry Prisms --Vsteel /13'61 fi StJtJ-/3 __ Load (Pounds) --/ __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --Metal Decking -- __ Waterproofing __ H.S. Bolts --v"Electrodes £ :Z?1 /j: -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks _..:,::, ::::;•!:::;/=-. L.~~~0...z_· fF!,.::.l,~:..-:::=._____t_~.,__=rp-...t...;~~~~...e:....;-"'1=..LJ.~)4 _f.:.<_....,___.1-JE'.....!.<'-L--,-l-..i.L..L!,,,!__!,..;::,,_-'-·.::.o __ E-E t)ev l I V'C.. 9 '-,I, ·1..r 41--e ,I CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con ormance with the approved plans and ._;;··' A : .. \r 5 -~:~, ~ specifications and the workmanship provisions of the applicable code. · a C 1 ·..:: INSPECTOR'S NAME __ p_-~q_,_---_L __ ,e_,~f1_,__q~· -;-,~·-h~e......_s __ _ (Pnnt Clearly) INSPECTOR'S SIGNATURE ~ i? lt/a=;t_~ 8\RL R. /N>T!-:f..; 79i1:1:,1 CERT. NO.-----',-· ------- -~ .. =:· .. ~ ifJ ~ .,1:-~· DATE ;2_-/ g-'-c~:f' Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT I Page_1_ot_/_ Project Name -----1~.__ __________________ TESD Project# ___ Cj_q_· --_"-P'-f __ ~...,::;.._ __ Address ------~-· _._· _,__..1 ___ f-_::;;-v_·_v;_~~,·-117-+-,--0_·_·.....-_1,_s ~\".½:--<_-} ________________ _ /}~_,.,:;;;-/. it', LL ,,-. . 4 ~. General I Subcontractor --~I...Y-'-~ ·_ · ·_ -J _ __,_ ___ -"'I_ I __ VTi_---r:,...:;.,_· ___ LJl...->y __ ,_' ______________ _ Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ 'r_ Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --__ Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ steel --__ Metal Decking __ Waterproofing __ H,S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other _ . __ Specialty __ Other -- ~ Remarks /~Vlt;-iJ ()'A. M Cl.A fa 11 ~ l'\~c. wNJ. (L;Y -tv,,,..~~ t'..A.r¾4-~ /,,v'CA-\ ~ ·111 fb,1 Field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in specifications and the workmanship provisions of the applicable code. --__ Plans __ specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ -_Thickness -- -- -- __ Corrective action required __ Corrections completed ___ INSPECTOR'S NAME -------+1vv__,,·...,.0.,..,~~'L_,_,kr_v_.n;~"L.._t_1--=-1/ ___ _ f (Print Clearly} CERT. NO.---------- INSPECTOR'S SIGNATURE ____ _____,,,..,_/!: __ ~ ___ c:r--__ · __ _ / DATE __ 7--:-'-/~i-~~/4~~-t/ ___ _ Form#003 Project Name Fe--o X · Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT P_age_1_of ,L TESD Project# __ f~f1~~~1/,_3 ___ _ Address _ _.:::a...<........,ic:..,.0'--':S""-.----,<-.,,,f~~~::..<...<--r----------------------- General/ Subcontractor _ _..:~~~:..L..L----d~~UJ~4 ~~...t'.1..£:.~o~------------------ Building Permit #_.__--=--.,;.,,L.-..,<---.=......;;--'------- Plan File# ________________ OSHPD # _________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone --Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ concrete Cylinders --__ Rini: W.W.F. __ Air Content __ ._Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --Units: Block __ Torque Applied --Electrical _. __ Masonry Prisms ----Steel __ Load (Pounds) ~olt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness oofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing ----Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks &Ut?l'.' /;:? JfoPMLJ · G?:f-e1:J1411? ·. ffl!M,, /,1¥fv'5 · /f?oc-P ioa5 ' ·f-oc) i) 19-t-rn--a. t ){(Pr? .s~) ue0 O/o Gz:y ·t:ovd h /I/ '/7// /c!o;JJZ Field Representative# ________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME B ,. 121 v_cf/#Mq ;; (Print Clearly) .,, INSPECTOR'S SIGNATUR~~~ CERT. NO.---------- DATE_/2_~ _ _g~/_Y,_,_/3i_-~_)-=-_ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT P_age_1_of-/- ~ "/ A,/ a7 _4---0~-J Project Name -~;c-;'---"'_ . .,,--'-"D'----1r-' X~·-n;......,,,-1"-.t-:_..-/2.c..-___________ TESD Project# __ ...,__--F-/__,_/~ -./_ . ..:::; ___ _ Address --~,--~.....,,._'z..,...t./=~---_,,&;,---=+c.;.,~~....,«:~~-=-r---------------------- tfgA;s ~4::t? ~ General/Subcontractor __ =!!_·__,,...,,_-~-~'-'-0.,._,,7;-.-~-:~"'""'o.=5')'....-=·o/'.-e----=~-~ ...... ~--_£=»=·"-=---;,h'-'=-d.,,_1./._J-+------------ Building Permit #_-1CA=--------1~~'?~o~ ,i7_~7 _____ DSA # __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rint: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied Electrical --__ Masonry Prisms ----Steel __ Load (Pounds) ·~Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness '/~Roofing __ Steel --_. __ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks t¼t·U '-Id'-m,d'&tnet[ ffii;te, 14$ 5 Oecv /#5~ --7/2er,<__ ,/2;,2m~~e .:<;?4>~7 < I 6;&-se ·-2::p1.1--yJ ;ce/r7 > tj::r: ~ ;6f1yo/~ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ---~~-~~-yV-Co=~-~-tC½ __ <-=_v ____ _ ~ (Print Clearly) ,_ INSPECTOR'S SIGNATURE --t';C _ __,J?/~_c....-_&_½~)?4'----~-rt/.-7------ CERT. NO.---------- DATE_,_k~~It72~r -...<-/~f~. ~~--0~o_'-= 7 Forrn#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of J_ Project Name -,f-f-:......:e:.:__.~:;_~_,,_,,..__ _______ -,--______ TESD Project # {Cf9 q L/ 3 Address 7-Y q 6 ~ Afl.. IL b H ~f4--llh //J~ b General/ Subcontractor -----=6-~~_,__.c..__---1-·· _____________________________ _ Building Permit #_C._lS__.J __ S'_.__2-=-f3-~ __ Fz.__ ____ DSA # ______________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~Concrete __ Soil --__ Cone: Mix #/psi --~Plans~~ __ Prestress Cone __ Base --Cone: Mix #/psi ¥specification;jj __ Masonry __ Subgrade =:g;:=conc: Mix #/psi "J.~ Sizes __ Struct Steel Asphalt Concrete ~ __ Rinf: Rebar ~Slump a __ Fireproofing ~ Concrete Cylinders __ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons ~ Temperature "72- --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~ Consolidation ~ __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ Specialty __ Other --__ Corrections completed ___ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state specifications and the workmanship provisions of the applicable code. a ce with the approved plans and 5tw {)ttflj O 7b8 . cERT. No. tuJo c--D63 c/.SC--'()!; DATE 2.--B-(YD Form#003 Te~ ,ng Engineers • San Diego, JC. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 INSPECTION REPORT Page._1 _ot-L- Project Name --'-fe.~~,:,c___z.'K-"-------------------TESD Project# q-+-, --+Cj_¥~'L/.~~=----- Address :2. Ll°! ~ f-A.IU. bk/ ct.A General/ Subcontractor _6..;__;01J..=.:....-'-'-+--"------------------------------- Building Permit # C. 1)5 q "'-82.}j DSA # _______________ _ Plan File# I.Jet-di?,. OSHPD # ______________ _ Government Contract# ____________ _ Other ________________ _ INSPECTION MAT'L SAMPLING QTY ~ Concrete __ Soil -- __ Prestress Cone __ Base -- __ Masonry __ Subgrade -- __ Struct Steel __ Asphalt Concrete ~ __ Fireproofing ~ Concrete Cylinders __ Pile Driving __ Cone Flex Beams -- Non-Destructive --Reinf. Steel -- __ Batch Plant __ Tendon (PT Strands) __ __ Soils Technician __ Mortar Samples -- --Mechanical __ Grout Samples -- __ Electrical _. __ Masonry Prisms -- __ Bolt Pull-Out __ Masonry Block -- __ Roofing __ Steel -- __ Waterproofing __ H.S. Bolts -- --DSA __ Fireproofing -- __ OSHPD __ Roofing -- __ Specialty __ Other -- MATERIAL DESCRIPTION __ Cone.: Mix #/psi __ _ Cone.: Mix #/psi ~--L Cone.: Mix #/psi 3ciio- --Rinf.: Rebar ___ _ __ Rinf.:W.W.F. ___ _ __ Rini.: Tendons ___ _ __ Grout: Mix #/psi __ _ __ Mortar: Type/psi __ _ __ Units: Block ___ _ __ Units: Block ___ _ __ Steel _____ _ __ H.S. Bolts ____ _ __ Metal Decking ___ _ __ Electrodes ____ _ __ Fireproofing ___ _ __ Other _____ _ INSPECTIOJf HECKLIST i.4-P1ans~~ ~ Specificati;n~.eb __ Sizes __ ~---~ Slump '{¼ Air Content ____ _ ~ Temperature :J :'.2,_ __ UnitWeight ___ ~_ ---*" Consolidation ljl':>:~ __ Electrode Storage __ _ __ Torque Applied ___ _ __ Load (Pounds) ___ _ __ Thickness ____ _ ~ Correclive action required~ __ Corrections completed __ / CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the report d war , unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _ _,_a"--"'-' +fY/o...___,_d-s-=--fi.+-"A/'-:::~::t-'-"!tl;:!-'!,;M=c:::-iea....,.,iy.,...l ______ _ INSPECTOR'S SIGNATURE ________________ _ SM-))~""t-~ cERT. No. 1c!IJ0<:2r2 re/BP~ DATE__,2'-'-,Y~--&O_-_· --- -.-- Project Name ,t-e-Q ~ Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of I ---- TESD Project# 44 -4=:t? Address------------------------------------------- General/ Subcontractor ______________________________________ _ Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight ~Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ ['-¥?·<(° f r2o~t l-:1,L j?<'.'. ::CV G?z :rZ@ee .. vl-1 t2.:'.E3Q 12~ ..b>,_;J2 ~"':::a, ~P:C ?\U?f1a'2-L-':J' ~~ :c:a~614½ b? ff!;:\: :G?v~ -~~f::- ~Mt.-L 12e:---~L)( k.lliC+z:l::: Ho1s~ ~ ~~ k~A-1 ~ ~L'f ~0? * t1A::i:--0~rz-e--a?L:tf?b..c.s:r-·1 p.::} · Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ___ _j_V_t:::::_'--'_. _.------',[=,~,-,,--..,..------- INSPECTOR'S SIGNATURE __ ~_--F'-__ ::T{_n _ 10 _a,IY.--=--------y I CERT. NO.---------- DATE_,?2.,___.~f'---tJ;c__O __ _ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name __ ...;.;cc_. _e...:;..:.._JJ----")(_· --'gc..,__~_,o ___________ TESD Project# __ ;?_9_~_·v-j~---- Address ;;2. Y-'9-5-J;;~d cJky Ud#-/45 .@?-.?J ~A. General I Subcontractor 0/2-/4v;;;/>dJ~?'-e.-~-~..;;. &~ Building Permit# C-£ 99Yr? 9 DSA# ________________ _ Plan File# __ _._ ____________ OSHPD # ________________ _ Government Contract # ____________ Other. ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications ____ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) ~ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness 'Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks Field Representativ:.S<--:t~===¥~,d=:.:t::=:=-~...:...:....:::=:::::-..----===--- cERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwis stated, is in specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __ --,,F6_:...· --";/4~r'.....c:..-_;,-c~·-?;_~:...,..,_~:...::-~;z~z'.'.:::1 =====----- ' (Print Clearly) INSPECTOR'S SIGNATURE _ ___,,.7 ~'---'-=~~~!J!"8"""""'-'-~-~-=~::....~""""~-=--;_£--,..,..· ?------- CERT. NO.---------- DATE /) 3-c.:,,ltf. c:) cl Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name ____ __,Fz_e~:~---~--~~-------TESD Project# __ ,9 __ f~Y;_"f<_S ___ _ Address ___________ --'-"-___,,,..._,,...._ _ _,,,__+--'----',::f,""'4l,...._-:f-_________ --'--________ _ General / Subcontractor ----':.-;'-"-:::::_,=-"--r'---~~~:c<-:=-=,.<-;:::::,_,..,__-.,c=-=-r--'-'~'-------------- Building Permit # C ~J , 9!:;? rfcr: ~ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ cone Flex Beams --__ Rini: Tendons __ Temperature Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight -- --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied Electrical --_· __ Masonry Prisms ----Steel __ Load (Pounds) .. ~cit Pull-Out __ Masonry Block ----H.S. Bolts --Thickness ~ling __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ . _ Corrective action required __ Specialty __ Other --__ Corrections completed CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ;e ~c.:-E@?if:y (Print Cle y) INSPECTOR'S SIGNATURE 4,~':£ff!/~7 ---- CERT. NO.--------- DATE ct:?-c: 9~ diJ o a Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 Page_1_of_ San Diego, CA 92111 INSPECTION REPORT Project Name ------~JS'--e:-=t)--'.""'"Y__,,,h""" . ..:...~ ..... a.__' ________ TESD Project# __ ;?;_-1f?_-_?1_'r_3_··_-___ _ Address -------';2'---'±:;'--Y'"""~'----".ftt_:r.:-"-¾-~_;..__ ____________________ _ &dk&/f'-L2~ General I Subcontractor ---'b,;=/:/'-~--=~M_.__Y..:...1/_..,,_/4....,"&_'"""ft=-,_=41:.,;;;;,.~--='.s,=~,;,.,:;~:...,,~ z-"----'AA~~=-')-F-h.=-~"'"'"""------------------7 7 I Building Permit # ___ C_'_C2..._·_~9.-~--~-:?""""7'--____ DSA # _________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi --. _Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Ba_tch Pl!!-nt __ Tendon (PT Strands} --__ Mortar: Type/psi ~ Soils Technician __ Mortar Samples --__ Units: Block __ :._·. Mechanical __ Grout Samples --__ Units: Block --Electrical __ Masonry Prisms ----Steel ~cit Pull-Out __ Masonry Block ----H.S. Bolts coting __ steel --__ Metal Decking _·_ waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --0SHPD __ Roofing --__ Other __ specialty __ Other -- Field Represent CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherw specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _____ ...,..tt-'--~'=-,-,~=~-~...;..._"'_~..,.,o/"-------(Print Clearly) O INSPECTOR'S SIGNATURE ___ _,~~''-='--=--~--z-"-~-..<....C.,._,__ ___ _ --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections c;ompleted tf _g.~ / /VS~?/ 0/4.,.':7 L I~ ~7 CERT. NO.---------- DATE Ci.3-/tJ. Y'?' Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 ;::_. Page_1_of-/- San Diego, CA 92111 INSPECTION REPORT Project Name ----~_fe,d __ e:;_?>< _______________ TESD Project# --~9_q ___ ll_'-/?3 ____ _ Address _______ :;;µ; __ 1-s-__ ___,_~_1_r.:::.::,_lb_r:'-f_,,_,_ __ Q_,.._/s_·k __ ,17 _______________ _ I General/ Subcontractor ____ H._· _ ..... _frl_nr _____________________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi __ Prestress Cone --Base --__ Cone: Mix #/psi __ Masonry __ subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __°Y!_ soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --__ Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing __ QSHPD __ Roofing --__ Other __ Specialty __ Other -- Remarks Field Representative specifications and the workmanship provisions of the applicable code. INSPECTOR'S .NAME ______ /_2_cl_C«_e?7=Z..-=-..,...,...Anrt_-_· _7_LI_/\/ ____ _ (Print Clearly) INSPECTOR'S SIGNATURE ___ ,..A,~-~---"!A_-______ _ 7 --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ -~ ('._ CERT. NO.---------- "'J-/2,f/oo DATE _________ -c= Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _/_ G-1~ ~q Project Name ___ ,_·_·~_vv _________________ TESD Project# __ ._I_·_· _tR_i./1_._3 ___ _ Address _____ ,21/, __ q_ . .r_~p_"""'t._""'"'_""O_(~-.--aui __ .s_k~v~-------------------- G"'~ /. f;~1£-dtte1--.,,... General I Subcontractor _________ ..,,,.,c...-------·-'-, _____________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# ·OSHPD # ________________ _ Government Contract# Other ---------------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix ii/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands} --__ Mortar: Type/psi __ Consolidation .-tJ-Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ fa-1~1,v-'2-l' d1'l ~ & Ct">'v~r-r · "· ~ 10(!7-'}1, ~rilf/ J~~ Remarks ~ '-'if( I I l db,Y'-v t/111 .. :n. ~ ~ A-1-i !J N~ "n) S',;~.,,..A.. -JJv-J~ ~ fo-U_ J'he. 7 j1---J-~ ~ ~-1-'--e.vt ~~ 77) !J,:..e,,f cti!-/ 5,"'o c:/ ''-:/ ~7 ¾ I l u (~1:1 "V...i VL-,i{rf[tJ Ii~ fi <;·/IA.n·v PIJV/'r-,~ ~ iv-s,1- 7 7 J . b1,i_,,·fdr0}·, kufi(I,-., 7 'iv Field Representative~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ---+;2_'Lf3e __ ;:;7(._ __ .,.,~......,· =-,...,....-l_i/1/ _____ _ r (Pnnt Clearly) CERT. NO.---------- INSPECTOR'S SIGNATURE ~ ~ q'9{"" DATE __ ~1"'--~/._¢ ___ ~_ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name _______ F-v0c __ -"""~-------------TESD Project# ___ 1~°1~·· ___ '-f'_'_'-1_3-=----- Address ()-<.fl °i,.( +2..1---4..t.c..'=7, C,._,,_p.,,, L::::S,.,,:' General I Subcontractor _______ Q_·1·_V"\vvl ___ · __________________________ _ Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation ~ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed Remarks ~&. I, () --ttv :,{ •L, 1--t.---11~.s {.,r ,.,,::.,l,,... .... , ,:..,'-"'~ ·-t,-',._, frt 1-J b " I~ ,,,,( ,-.,:.,_, ... ,.: f't-v1-. INSPECTOR'S NAME _______ /4 __ .·t,_1;;_~_...,,,,.,...,..,b--,.th-..,...0_ .. _llL_·t-<_>\!' ____ _ (Print tieariy) CERT. NO.---------- 9;//? I vJ DATE---------=--~ INSPECTOR'S SIGNATURE __ "'-~---4_L-_·1,.,_vt,,rf __ -_·· _____ _ . .------Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name __ :Z.£..L..<c-;ai--L,,._,_c ...... a'--'-1__..eo<..~ x;.,_.,,11CL..c.....,<',.s,.._·=s _ __..V_..4,...,1 C1'-'-.... f''-'-'f6_,~t1~,='D...__ ____ TESD Project # -~9~f~~~0_.V<------?"------- Address ___ ..... d=-l/.....__9'-S=----~°%~'4~"~·"'~' <6~;,7;/ _____________________________ _ General I Subcontractor L?l'c:.c.,,, J (L/"?'7 >'f / u1'alc S'/4·r ,(n?,sl. , I Building Permit# 6-i'2 f'Y.-oo3c1 DSA # __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING ~Concrete __ soil __ Prestress Cone __ Base __ Masonry __ Subgrade __ Struct Steel __ Asphalt Concrete __ Fireproofing _.,,,::::_ Concrete Cylinders __ Pile Driving _. __ Cone Flex Beams --Non-Destructive __ Rein!. Steel --Batch Plant __ Tendon (PT Strands) --Soils Technician __ Mortar Samples --Mechanical __ Grout Samples --Electrical __ Masonry Prisms __ Bolt Pull-Out __ Masonry Block __ Roofing __ steel __ Waterproofing __ H.S. Bolts __ DSA __ Fireproofing __ QSHPD __ Roofing __ specialty __ Other t QTY -- -- -- -zr -- -- -- -- -- -- -- -- -- -- -- -- MATERIAL DESCRIPTION INSPECTION CHECKLIST -;,,ci'./?r ~ Cone: Mix #/psi 3c-,oo ~Plans __ Cone: Mix #/psi ·~pecifications __ Cone: Mix #/psi ----6izes ~ Rini: Rebar tl.GLS-..?-"slump 9''' __ Rini: W.W.F. __ Air Content __ Rinf: Tendons ~Temperature co3" __ Grout: Mix #/psi Unit Weight __ Mortar: Type/psi ~ Consolidation --Units: Block __ Electrode Storage --Units: Block __ Torque Applied --Steel __ Load (Pounds) --H.S. Bolts --Thickness __ Metal Decking -- __ Electrodes -- __ Fireproofing -- __ Other __ Corrective action required __ Corrections completed ___ 5/,:--,!· / 4= J /--A t1-17/4 Cch7r',t1·/ ,q("' oc&cu-e/l a;<_,,',c.f/;~L." s tJIJ-½3 d/ / ' ) I • :.J tclt't' t'. Field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con ormance with the approved plans and visions of the applicable code. .sc9/ CERT. NO.---------- Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name /-...., h-:JJ Ek TESD Project# _c;t-·~o/_-___,_3/.....,-:/,<----"'-J"--:;;--- Address d LftJ .§'' /:::__q V::«-d' Q v· IJ V r /) ,'l' ·/ I · 1· d /?,,., L ~ F L...,,_ Ii -S'1q~ , L,,,_ r .1 /J -r. e General I Subcontractor D::Vq;, ,·r/ ~ ;/Jc:.-C... .Tc0JJ Building Permit# C-f3 99 J</i(;l,,</ DSA# _______________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract# Other __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi __ .,,-Masonry __ Subgrade --__ Cone: Mix #/psi V Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rin!; W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --1/ Steel Jl 3 6 __ Bolt Pull-Out __ Masonry Block --v/ H.S. Botts,13.:iS" /I __ Roofing __ steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --,/ Electrodes ¥If _,21/ __ DSA __ Fireproofing --__ Fireproofing __ QSHPD __ Roofing --__ Other __ Specialty __ Other -- l'\J-l (. CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise st specifications and the workmanship provisions of the applicable code. 1NSPEcToR's NAME _...:c;E=---"-"a'4--c_..:....;;L;__. _1?_,,,...,o.__,_~/'v-,--"'L=--=-Cl-<-·-t/;__,· 2:......-e-=s'---- ~ " (Print Clearly) -? INSPECTION CHECKLIST / Plans 1,/ Specifications V Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ INSPECTOR'S SIGNATURE Ccu-t J( l/1/a--:::::z-il7~G;-- C DATE ;J-.J C/-C"-0 Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F E/2 fr)( TESD Project# -9-+---.<-~---,,,...'f/~¼,-.....;: ..... f __ _ 'O c-,,-,,.J YI, 1 Address --';?............,$l,_....L_..J~__,H~~4'.--v~· _t....,t_CJ-:r~CJ..._,.,,_/~.,_4.J.,_,._V_. ________________________ _ Lctvl'>'hctL. GaiJr-, General/ Subcontractor --=f5=--+-,fr~t?-J ..... iJ=·T~· '---+./ __ -.=';-fjf~e..--~c.--~~~=--V'~cJ'~A ~J _________________ _ Building Permit #~k~~-13-· ~q~-'t'-----~~A~~~~ ......... lf,,__ ___ DSA # ______________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi --,_..,,.,.,-Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi =z::pecifications _.Masonry __ Subgrade --__ Cone: Mix #/psi izes ~Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --_,Units: Block __ Torque Applied --Electrical __ Masonry Prisms --v' Steel 1..1,l..t: __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --~lectrodes .d('.e ,.J.. I{ --~ ., __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks _.::z:,=·=;:;;;..._..a..=-=---F=""---,r---==-..:..r__c.,'..:.1_;k~,!:l--=-...,._,,_-'--"-'-----'=...::.W..""-4-.......,..k/--=0-'-A:....c_____c;w;..=.· ...:CW=· X._ 1 --'-----==:..::.L.'"f------ v-.:r1:.1 F L1t.1e_.s CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME --,"-'&~·,...---,-=-c:..,_t .,_f/..,_L_ ...... &...,,..,...,~M-1.'-"--t3-"'----_,_T ..... h-'-"c:"'-~=-'---(Print Clearly) INSPECTOR'S SIGNATURE_<&~ ...... f"'""j-b--~'~~-~-t;-Ci __ lA--'--~-l_L..i_,;----_-_·-__ _ ... \!;::$ ·,.- (\~ 1 DATE ..,,j ,..../,-0-0 Forrnff003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_i_of_ Project Name E E(j) £')(~ TESD Project# C/</ -'fi/3 Address d..L./C/5 Eq.rq d!'a V /41, . I ' C~rLs /Jqi . C-qLrP, /7-J General I Subcontractor l.77"' q A.0 / .S t1 e-C--:Ti-;__ 0 A.J I {I Building Permit# {~cl tf'C/4, ft)., t.1 DSA # ________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi _L Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Soils Technician __ Mortar Samples ----Units: Block --Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --V Steel l/_-36 __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ steel --Metal Decking _ __ Waterproofing __ H.S. Bolts --17 Electrodes E'Za r< __ DSA __ Fireproofing --__ FireprooJig ' ,--: 1./, 8 :21 I --OSHPD __ Roofing --~Othert: e"..t; __ specialty __ Other -- Remarks CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con specifications and the workmanship provisions of the applicable code. INSPECTION CHECKLIST ,_/ Plans _i.L..Specifications ~izes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation ~ectrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ h rfuJS (.. mance with the arproved plans and f:AF.L R. i:::-:;. -· 7Sl ! ... l INSPECTOR'S NAME---+=£:=-·· ..=t2;_:_r_l __ 1c,_~~/v_C~tt1J-,____;...' 1t=--µ'--' ----' _§ (Pnnt Clearly) CERT. NO.---~,-,-,------ INSPECTOR'S SIGNATURE c_ t!u/ t< f11i:lJt&t~J -----L ....... •', . DATE J ,,.d----ci~:-~>- ,Fonn#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of ---- TESD Project # --'-C/_C/_--'1.__j----'----1/-(--"--j ___ _ General I Subcontractor f3 k: 4 ;,[C/ :Z::-AJ EI& ; 7y }fr.r;;;L~ Building Permit #____,C:..=· "-'-8...,___.q __ q+--;L=-=g"..,../=--~2 -1--'/ _____ DSA # ________________ _ Plan File# OSHPD # ________________ _ Government Contract# Other -------,-------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --~Jans __ Prestress Cone __ Base --__ Cone: Mix #/psi / Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi .,...,...,-Sizes ~true! Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block ~lectrode Storage --Mechanical __ Grout Samples --Units: Block -__ Torque Applied --Electrical __ Masonry Prisms --~ Steel If -16 Lfl_ 'i!{6_ ·· fr __ Load (Pounds) . ; __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --Metal Decking -- __ Waterproofing __ H.S. Bolts --/ Electrodes E 7/1 I b -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con ormance with the approves! plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME £av/__ {'" ffccf:he.S , ~ /} ,:;!i'c";;':1, --IJ INSPECTOR'S SIGNATURE ~ /~, }'1 ~ ~P,L f. 'f'-"f·· t 1·:.1 ·: •, :'/ -~ CERT. NO.---------- DATE .} -~J-cro Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name £ ..e_ cl e-x TESD Project# 99-7l£: 1 Address ,4 t:../ t/ ,f--i;:a v-c), __ tR C! .. , HJ . a . /! -l ;--0vls h q te , ,, 11! i-P . I . 0 _,.-. General / Subcontractor __ l7.,_'7_,__~'-"'/2........,,u~· ~'--------------------------------- Building Permit# L~ll CJtlo< <txCJ DSA# _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --~Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi / Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi ...,/sizes __ Struct Steel __ Asphalt Concrete --.-.lLRinf: Rebar/if/L;i'-C 0 __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block --__ H.$. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- 0SHPD __ Roofing --__ Other __ Corrective action required /Specialty -I:' 11 (Jk-f __ Other --__ Corrections completed CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in c ormance with the approved plans and specifications and the workmanr5~rovisions of the applicable code. '~ ~ INSPECTOR'S NAME_....,.,:~'-:· 1~' dc~t=a=·· =F-J-(--st.,.,..:.f-=· ::;z;,...,..+_(_C"=S'--------.-----o 9 CERT. NO. _ __,.<_,"':>~CJ=-__,_ ___ _ ·?--,7.r!JU DATE-----~~~._. ____ _ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of / ---- °'<:? L///_3 Project Name --------'-"'c...=---"'.----rb.-=t=-~__,,---------TESD Project # _ __,_'-7_L _ _.L_!_---'-/_ ------ Address -------=--~----+-~::...._---,,:.....~--=""-"=-=''--------------------------- General / Subcontractor c5: q;i, Building Permit #__,,=""''-"-"--___,.::.......,.,'---4-"'--=--------DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION --Concrete __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant --Soils Technician --Mechanical Electrical --/J . Bolt Pull-Out U'~4J71'loofmg , -" __ Waterproofing __ DSA --OSHPD __ specialty Remarks C...;tf!e..~v MAT'L SAMPLING __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Reinf. Steel __ Tendon (PT Strands} __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ steel __ H.S.Bolts __ Fireproofing __ Roofing __ Other QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --__ Cone: Mix #/psi --__ Plans --__ Cone: Mix #/psi __ Specifications --__ Cone: Mix #/psi __ Sizes --__ Rinf: Rebar __ Slump --__ Rinf: W.W.F. __ Air Content --__ Rinf: Tendons __ Temperature --__ Grout: Mix #/psi __ Unit Weight --__ Mortar: Type/psi __ Consolidation --__ Units: Block __ Electrode Storage ----Units: Block __ Torque Applied ----Steel __ Load (Pounds) ----H.S. Bolts __ Thickness --__ Metal Decking -- --__ Electrodes -- --__ Fireproofing -- --__ Other __ Corrective action required --__ Corrections completed ___ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __ ___,,,. _ _L/r~;??P. __ ~,_..,,.,._'~-~-~~-~~7 ___ _ ~ (Print Clearly) CERT. NO.---------- INSPECTOR'S SIGNATURE _-6/r&f~=...L.• _d.~:....t.._----.,!!_~:L___-~=.c::~~~:::....:;;-:;~~---~-~C}=l===-DATE_,._,h~· B~~~-~W~~~';,3,~-0 __ _ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of-l- Project Name £eJJ .x l<J;Y' · TESD Project# -~f_f._~_¾_'/3 ____ _ Address '21/'fi;-m.ltn~-'1' l/4¼1&9o d ~ General / Subcontractor G/;',1-;Yt-/ ,&1.-t/e ~1 tfb,:)HN"i-;r {;1 I 7 Building Permit# fl· 99:?'c::?.,'7'. DSA# _________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ $oil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams ----Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands)' --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness ~Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ · OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks Field Representative #------~----------- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -----'-f_, ...... l7J'-'---...... ~.:....,--""'~"="<P~-,'-,.r'--=~,,e1,_,y:;,.r,y~l _______ _ CERT. NO.---------- INSPECTOR'S SIGNATURE _ __,,_d»-=-=--=· ___c.~~~"--'--:..e-.,-")--lr-..r _____ _ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_~f_L Project Name /2 d ){ · .tf'I,,,/L4. Address . jjj~ ~~ / TESD Project # _ _,,1/3_, ~.__¼...L-?J_%_-Y ___ _ Cb-~/Sd;z-P Cc-· General/ Subcontractor _._(2'""'-'-~~=~-'-·~...,,_/ _ __,RL;~-~~=e,.~=$,~4?....,.Y~_· --~~~-a~· :a;,~~-·------------ Building Permit# C 4 ~ ff~ DSA # ________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ sail --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage Mechanical __ Grout Samples --__ Units: Block __ Torque Applied -- --Electrical __ Masonry Prisms ----Steel __ L_oad (Pounds} ~alt Pull-Out __ Masonry Block ----H.S. Bolts --~ickness ~ofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks ~ 7Ej,{/ ·tt:-n~~ij,// ';cf uR/Pu1?"J1, ' v~.cF ~~?,A? : e/4Lf)~ Caw ~r&/812 ,/de-~ o57, ~&E ~&/&¢'@/ / ~ ~/4e~.> Qr~e-8@/RJ~ /2Cu&7d,J/S s ~ ,/fk-P ~d. ~,A?/o kYr1?-; ,. I Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME_---"'-,/[_·_,·-"-/#:---=-¾~~..,..,~-~-~.....,,"'""??::' ___ _ abrn~~ INSPECTOR'S SIGNATURE ______ /_ /_? ____ "tf7------- CERT. NO.---------- Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _j_ Project Name --------=--"'--'--=-"~"'-------------TESD Project# -~.9...__· ,r-~_,.'Y;....,Y'---.---.,...3''------ Address ____ __,::;.....,._-,4--4---=-,r==1,.......,.'---+--<-,H,.'-="-"-'--+-------------------------- General I Subcontractor -='--/Z-~,£.....L..:.._,'--..,,c..--------~--'=-':;.<:---,;<-:::::.2:..."'21""--"=.:::.,..-<-"--------------- Building Permit#----~~ ......... ~------ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ $oil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone --Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness --~ _Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed Remarks Field Representative# ________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME z }J( c/~ / / ' (Print Clearly) INSPECTOR'S SIGNATURE ~~~---, CERT. NO.---------- DATE 0.3 -03;' OcJ Form#003 ( Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _j_ Project Name __ h_c_::;,_o_x_·---'l"""'~'-4""""D=--· ___________ TESD Project # __ f_f_,f';_'f_= 3 ____ _ Address --=d~~~Y.=~;:_---..L..C_?f~£~'!9~0..:..,:;4-,1-j"c._-___________________ _ Ct161/.,s.Ba10 & · General / Subcontractor &X~T / /9/we. Building Permit# Cf}. 99YA9 Ebob~/\$5:,. . \ DSA _________________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied Electrical --__ Masonry Prisms ----Steel __ Load (Pounds) __ Masonry Block --__ H.S. Bolts __ Thickness ~Bolt Pull-Out 1 Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ___ t_, _fn_c_c_·=-L_h=· _e..._"-l_~-\------ (Pnnt Clearly) ~ INSPECTOR'S SIGNATURE ~'e5 1 ht l--B./2 ·-G>~,--0 CERT. NO.---------- Form#003 Project Name FedEx Address 2495 Faraday Testing Engineers -San Diego, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 INSPECTION REPORT General I Subcontractor Grant ~ ,. l\ n n C. '2.~~~ · RE.CE\\Jt.D \''\1-,i, u \J B "Id" P ·t # CB992829 LIi mg erm1 INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION Concrete Soil Cone.: Mix #losi Prestress Cone Base Cone.: Mix #/osi Masonrv Subgrade Cone.: Mix #/psi Struct Steel Asphalt Concrete Rinf.: Rebar Fireoroofina Concrete Cvlinder Rinf.: W.W.F. Pile Driving Cone Flex Beams Rinf.: Tendons Non-Destructive Reinf. Steel Grout: Mix #/osi Batch Plant Tendon PT Strand Mortar: type/psi Soils Technician Mortar Samples Units: Block Mechanical Grout Samples Units: Block Electrical Masonrv Prisms steel Bolt Pull-Out Masonry Block H.S. Bolts Roofinq Steel Metal Deckina Waterproofina H.S. Bolts Electrodes DSA Fireoroofing Fireproofing OSHPO Roofing Other Specialtv Other Remark EPOXY DOWEL INSPECTION Page Lof_l_ Project # 99-443 an 1e Pl Fl # INSPECTION CHECKLIST Plans Specifications Sizes Slump Air Content Temperature Unit Weight Consolidation Electrode Storage Toraue Annlied Load{Pounds Thickness Corrective action reouired Corrections comoleted Inspected the installation of ninety-five 3/4" all thread with 5" of embedment per detail 1 on sheet SD.9, and three 3/4" all thread with 3 3/8" of embedment, and six 3/4" all thread with 3 1/2" of embedment1 and three 3/41 ' all thread with 3 3/4" of embedment, and four 3/4" all thread with 4" of embedment, and three 3/4" all thread with 4 1/4" of embedment, and nine 3/4" all thread with 4 1/2" of embedment, and ten 3/4" all thread with 4 3/4" of embedment at the truss canopy between lines 1 0@K to Q and twelve 1" all thread with 9"_ of embedment per RFI # 790 using Simpson set epoxy I.C.8.0. ER# 5279 batch # 30824083 Note per fax from the structural engineer dated Feb. 29 00 04: 19p the reduced embedment of the 3/4" all thread at the tiUss canopy between lines 1 0@K to Q was approved. TIME IN: 9:00 TIME OUT: 5:00 APPROVAL SIGNATURE: ______ _ CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME DANIELE U-IM'~VIAN -CERT.NO. 0884636-88 / 650 INSPECTOR'S SIGNATUR DATE 02-29-2000 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _1 Project Name _ _;_f7E_~Z>-'-cc_;_fi_~_L ___ £----=-'rd~/'"'--· -&:J'_·:,:;;:_._ .. ;f",_. ____________ TESD Project # __ '7.L· _e_,_-;,_-_·_.:_'r'_.:_?:__,,,~_,_? ___ _ Address ___ 2.=-,_f_?.=--. ....;;S--'--_ _.£,__:....~'-'--'-4-....;..,),_•...,_9:-1Y:-------------------------- General/ Subcontractor __ _;~:::c...__• _;~;_-,,..11 __ -r ______________________________ _ Building Permit #-=a=_/3 __ '---~~<-:..._.Z..=->8.....<-C:2-=-:4L-____ DSA # ________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ IN~ION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Concrete __ Soil ----~#/psi ~pr, __ Plans __ Prestress Cone __ Base --__ Cone: Mix,.i ;:3.s-~:R, __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel /4halt Concrete __ Rinf: Rebar __ Slump -1:,u __ Fireproofing __ • _ Concrete Cylinders 4-__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical _· __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed Remarks _,,,,:r'-'~---=s,_._t::._-_c__;,ri'--'-,=:----=._V=---·.,_, __ ,l-f'---",;-=_-,<-.. _,_. A-_c..F-__ ;-z-__ ;e-.._,.../_cr--,,=::-/J_·_..,..._·0 __ 1!._C_,·...J_..r_b_<-_' _,_v_· _;,11J-"_'T7 __ c,_,...,!-../ ___ ___......,_==---"---- 3/ "'tl'l. 0.$' C) 'P-cc.-...\ e.,-Z,~", e. /1'l.,, ,c-0 ;r,;:z..j'V'~:-,.:·t ;ra1js s~9 ,J" A'T Pou fi.-:;•;:r /l./ p t,C: 4 r' ,,7 a. Q c....., D C CK 'C-. ,.:.--:J Q. { C. .-t • .: I< C.1e:. :0 f·{ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stat d, is in confer anc with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME Fcu, ~ -rz 8"E-L:c12~ ;--.J {Print Clearly) INSPECTOR'S SIGNATURE :J:L~ Z :~£~,,;-..._ DATE Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name __ J._e_'fl __ X_-__ ;§--"--_,L_p ___________ TESD Project# _{)_f1-'r,_· _3/:_3 ____ _ Address ___ ,..;:_;J_-y~-.£..~=-~---.£-b"'-"~~-_&-----,. ,c-V:_· ______________________ _ {:U!li.3 &9-JJ c~ General I Subcontractor ~-7:/ /J,J.,i.r e &~ ~7 a/1-f?·:l ,~ r osA# _____________ _ Building Permit # Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry --Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing ___ Concrete Cylinders --__ Rinf; W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Reint. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied Electrical __ Masonry Prisms ----__ Steel __ Load (Pounds) ~Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness ~Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required __ Specialty __ Other --__ Corrections completed ___ Field Representative #-1-----,t.~~.:...IA,:~c:..--.,.-.::.-=?-;,,.~ -~ ~_'.:..·"_'"' ----"~----- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise sta·~, is i\ conforma e specifications and the workmanship provisions of the applicable code. ""--~ INSPECTOR'S NAME __ ~ __ ·· -'-'_/,%''---,, _¾__,__~=1,/.-,, -~---,--F,~"---------- (Pnnt Clearly) INSPECTOR'S SIGNATURE...,,~,,,__·=-·-~-~~~-~-:~=-·--_-:.;--"-~'--~----"""".7-=~---- CERT. NO.---------- DATE ~ c,?'_?"'-c)d Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of / ---- Project Name _---J-n_--=e-=O;__""'.X=--=IJ=---?C-/l_o._.;__·i"..-v..;._,,..q ___________ TESD Project# _..;...9_.tJ_r;.;_~_·3 _____ _ / Address Sl f~S: E?f,;f.4 Ot9L/ ' G;;,,e~A#O CA .::_ General / Subcontractor G~t:J-rr7' /4.4~e 4 An{:-r,;:. I ~ =-;-~ ?I Building Permit# Cd '79-'<?f DSA # ________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) ~Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required __ Specialty __ Other --__ Corrections completed Remarks C!tr.w I/ ,TtJ/'emt9;tA ~e G«n«~ez_ , Lal<0tdef0 61/r;,"<'Cc?s:C 0/4~v ~U,o ,/1Je -!711/&;ye ~oh"'Y qr-l/fa 7v/46l'.~/Jf i.edi?uad<s · ,/;ke,&mF ;o/.4/1/S CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stat specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME --...... ~....,___·7?.C..-7//,-'-.,,--e-__,b"""a""=~ '/f,-'-~-,--c-J!GS-"~7-_=---__,,'1,\"-,,---____ _ (Print Clearly) O INSPECTOR'S SIGNATURE _-'---'6="'-~';/-'-;6Q-=, :...........,:.~~U._::' ~~~""'"··-~'--"---~--__..,_,..._ __ _ CERT. NO.---------- DATE_,_fz_er;;_~--,;,.-.:;_?-S_-_..t:J_j_v_J __ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 Page 1 of/ ---- San Diego, CA 92111 INSPECTION REPORT Project Name ----~n ....... (&_-~P_X~· _;&~· ~'J=./2~-' ________ TESD Project# -~,9_.9-~;f;-~_· ·_? ___ _ Address ______ ,_6<-"7;_::~~-<.E_0-"-'-1/2-'-~'-=ct?y("'-'-,-------------------- C44)5 /1t1-.?J u?e~ · General / Subcontractor _ ____,,,,,,4/4.z...=.ci-?£t:_,__:..,,_/---'-A=--"--,A--"'#1-=e_-=-,:£"-'~~$/_· --<-~-=--=#c.+---=;,,r<------------------- Building Permit # __ P_c __ .#_·_~_y_9,_~-~~9'_..:r-___ DSA # _______________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other-------~------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ N9n-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block. __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms --__ Steel __ Load (Pounds) ~alt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness oofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ CorreclJVe action required __ specialty __ Other --__ Corrections completed ___ fL c°S"?Z7o~ ,,,&4: ~ 4 7= /J ~ST&,_,,;:::, .cJ T-/6 L'.,o_ · ;;r;rer C~~~fo~ ~)'.1~pq =1p.?tz ~ &r ~ fo,;;?es 3 7h 4 ( Field Representativ CERTIFICATION OF COMPLIANCE: All of the' observed work, unless otherwise specifications and the workmanship provisions of tl:l_e applicable code. INSPECTOR'S NAME __ /?_,___,----'-/11_' _"--_~-~-/26~6~~'....,...,-------7 (Print-Clearly) INSPECTOR'S SIGNATURE _____ /&'--'-""'W-f"-'-_~-"'"'~~~==:h_;tz:;,,;.----- ' conformance ~i~the approved plans and ~ ---~ CERT. NO.---------- DATE {;3 -/3 -~Ooc) y),FormU003 Ii!/~ b30 ()u,-i ,:z. Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of __j_ Project Name FcJJ X I B L.D ' TESD Project# _-.J..9_tff_"~-· g_,· ___ _ Address ___ 2_9_'Y._:S___:..h_,_~_~-'-'-~=-t.P._.-4'--<.......C, . .J,-'f'---. _________________________ _ {]q/</S f!>cr p C_a General/ Subcontractor :J?tJ,-10 LL1 e.. S k-3, {2,-:,,-o ,~ Building Permit #-'L=--_-,;c_fr __ ·· ---1-?'~9'--?_~---4,..7 _____ DSA # ________________ _ Plan File# OSHPD # ________________ _ Government Contract # Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MA:fERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --____ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load {Pounds) .-Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness · __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ~ ,9) ' ' Remarks C . f! e /,,U . b · /----(f) Qe._ YYl q Ii./· I/ I c_Le.aJ2 ..... , C , <e..w. C (Q_ ~ ¼._ /.<.. D CA..vv p/L/h,,r. ~,rt' CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwi~tated, is he approved plans and specifications and the workmanship provisions of the applicable code. ·-... ..... , .. '-.........,., INSPECTOR'S NAME __ 'B-· _____ fl!C_~-£~-_L~h-.e-....,.,A.J=-)-\,---_____ _ (Print Clea$) INSPECTOR'S SIGNATURE __ ~-+-i-' ....,._-=--_/}1'---~---"-&~·u:::;;u---,,:;J<--- CERT. NO.---------- DATE_J_-3_·~/~f,_o_o_-=---= Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of , --r- Project Name FciJ J (J.L.12 TESD Project# __ 9~11'-· -~,_-_;?"'------ Address ,.p -9$--£4#/4]$:· U? 4/.s' /0§0 & General/ Subcontractor ~-0,d//,v71 /3;.__f,,[p ¥±' tlv_o{n-dff-. Building Permit# C4 9999 DSA# _______________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete -- __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant __ Soils Technician --Mechanical Electrical -- (Sj;jj}.,Bolt Pull-Out -Roofing __ Waterproofing __ DSA --OSHPD __ specialty ,.,..... .. __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Reinf. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block _. _Steel __ H.S.Bolts __ Fireproofing __ Roofing __ Other --__ cone: Mix #/psi --__ Plans --__ Cone: Mix #/psi __ Specifications --__ Cone: Mix #/psi __ Sizes --__ Rini: Rebar __ Slump --_· __ Rini: W,W,F. __ Air Content --__ Rini: Tendons __ Temperature --__ Grout: Mix #/psi __ Unit Weight --__ Mortar: Type/psi __ Consolidation --__ Units: Block __ Electrode Storage --__ Units: Block __ Torque Applied ----Steel __ Load (Pounds) ----H,S. Bolts __ Thickness --__ Metal Decking -- --__ Electrodes -- --__ Fireproofing -- --__ Other __ Corrective action required --__ Corrections completed 0 l .c...cI@ 7J F-er 6. O/i --~-....,/dc-;,1 ~: 1 3 D . .fr-.. __ --r l"YL-1 specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME-------==--.-.--------(Print Clearly) CERT. NO.------------ INSPECTOR'S SIGNATURE ______________ _ DATE j,3--IJ~ Form#003 Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 736 Project Name Federal Express Van Station Project No 1999-443 Project Address 2495 Faraday --------=-------------------------------- Gen. Contractor Grant General Contractors, Inc. Sub-Contractor N/A --------------- Engineer Hoffmayer Structural Engineers Architect The Crump Firm, Inc. Plan File No N/A Bldg Permit No GR 99-0032,CB992829 --------------- Gov't Contract# N/A D SA/OS HP D DSA# N/A ------------------------------ Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 2/28/00 Slump (in.) 4.00 N/A Supplier/Plant SUPERIOR Kelly Ball (in.) N/A N/A Mix Number 354P Air Temp (OF) 54 N/A Mix Description Mix Temp (OF) 63 NIA Mix Design 3000 psi 20.7 MPa Air Content (%) N/A N/A Specified Strength 3000 psi 20.7 MPa Unit Weight (pcf) N/A N/A Truck No. __ 4_14 __ Ticket#: 267822 Load# N/A Time Batched _____ Time Sampled _____ Age: 80 Min. Sample Mark: _F_E_D_EX_2-_2_8 _____ _ Delivered by N/A Date Rec'd in Lab: _ ____ Logged in by: Admixture POZZ TO ACCEL N/A Gallons of water added at __ N __ /A __ _ by N/A Specific Location POUR STRIP S.O.G. AT LINE Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 7 37700 3/6/00 D 6x12in 28.27in2 84,500 lbs 28 37701 3/27/00 D 6x12in 28.27in2 136,000 lbs 28 37702 3/27/00 D 6x12in 28.27in2 139,000 lbs 56 37703 4/24/00 ~ 6x12in 28.27in2 lbs Comments: 28 day test meets specifications. Compressive Strength 2990psi 20.6MPa 4810 psi 33.1 MPa 4920psi 33.9MPa psi MPa MD All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 _ /__ /~. Checked by: ___________ Date: __ Reviewed by: __ /Zi)_k;_{) _______ Date:~ R. Douglas Provins, PE cc: Hoffmayer The Crump Firm, Gale & City of Carlsbad Grant General Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 735 Project Name Federal Express Van Station Project No 1999-443 Project Address> 2495 Faraday, ---------------------------------------Grant General Contractors, Inc. Sub-Contractor n/a Gen. Contractor Engineer ---------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract# ---------------NIA D SA/OS HP D DSA# N/A --------------- Sample Group Data Report of Concrete Cylinders -------- PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength 2/23/00 superior 354 ----psi 3000 psi ----- Slump Kelly Ball Air Temp Mix Temp MPa Air Content 20. 7 MPa Unit Weight ----- Measured Specified (in.) 4.00 NIA (in.) N/A N/A (OF) N/A NIA (OF) N/A N/A (%) N/A N/A (pcf) N/A NIA Truck No. 692 Ticket#: 172836 Load # NIA Time Batched ____ Time Sampled _____ Age:~ Min. Sample Mark: 2-23-00 99-443 Admixture N/A Delivered by CL Date Rec'd in Lab: _2_12_5_10_0 ___ Logged in by: NIA Gallons of water added at _N_IA __ _ by NIA Specific Location POUR STRIP LINE 10@ GRID L. Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 37683 3/1/00 D 6x12in 28.27in2 86,500 lbs 3060psi 21.1 MPa 28 37684 3/22/00 D 6x12in 28.27in2 144,000 lbs 5090psi 35.1 MPa 28 37685 3/22/00 D 6x12in 28.27in2 142,000 lbs 5020psi 34.6MPa 56 37686 4/19/00 ~ 6x12in 28.27in2 lbs psi MPa Comments: 28 day test meets specifications. MD All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 _ J A Checked by: ___________ Date: __ Reviewed by: _ __,_&2W_..,._ ________ Date:~tt> R. Douglas Provins, PE cc: Hoffmayer The Crump Firm, Gale & City of Carlsbad Grant General ·) Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor N/A Project Name Project Address Gen. Contractor Engineer ---------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No NIA Bldg Permit No Gov't Contract # ---------------NIA Sample Group # Report of Concrete Cylinders --------- PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 219100 SUPERIOR 354P 6.4 SK WIPOZZ 3000 3000 D SA/OS HP D DSA# NIA 569 Slump (in.) Kelly Ball (in.) Air Temp (OF) Mix Temp (OF) Air Content (%) Unit Weight (pcf) Measured NIA NIA 80 72 NIA NIA Specified NIA NIA NIA NIA NIA NIA Truck No. __ 6_6_7_ Ticket#: 267184 Load# NIA Time Batched _____ Time Sampled _____ Age:~ Min. No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: RM Sample Mark: __________ _ Precipitation NIA Wind NIA Stored at NIA --------------------Admixture NIA ----------NIA Gallons of water added at ..;.N.;.;.IA..;.._ __ by NIA Placement Method NIA Placement Location NIA Aggregate size Reinforcement NIA NIA Cement Type II ----------------Specific Location EXTENDED FOOTING 8.,2 & P.2 Special Instructions/Remarks Set# 1 Delivered by NIA ----Date Rec'd in Lab: Logged in by: AJ Standard Tests: Special Tests: __ cyls at 7 days; _...9_ cyls at ....9 __ days; _o_cyls at 14 days; __ o _cyls at __ o_days; _2_cyls at 28 days; __ o _cyls at ___ 9__ days. __ cyls at 56 days. _o_cyls at _0_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 37021 2/16/00 6x12in 28.27in2 110,000 lbs 3890 psi 28 37022 3/8/00 6x12in 28.27in2 148,000 lbs 5240 psi -28 37023 3/8/00 6x12in 28.27in2 143,000 lbs 5060 psi 56 37024 4/5/00 6x12in 28.27in2 lbs DISC psi Comments: 28 day test complies with project specifications. All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 1 . Checked by: ___________ Date: __ Reviewed by:. __ ~,__'<.;___ _______ Date: ,},g. ti) cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. • I' Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor NIA Project Name Project Address Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract# ---------------N/A Sample Group# Report of Concrete Cylinders --------- PI ace men t Date 2/8/00 Supplier/Plant SUPERIOR Mix Number 354P Mix Description Mix Design (psi) Specified Strength 5.4 SK W/POZ.Z 3000 3000 D SA/OS HP D DSA# N/A 535 Slump (in.) Kelly Ball (in.) Air Temp (OF) Mix Temp (OF) Air Content (%) Unit Weight (pcf) Measured N/A NIA 80 72 N/A N/A Specified N/A NIA N/A NIA NIA N/A Truck No. NIA Ticket#: 267114 Load# N/A Time Batched Time Sampled Age: 35 Min. -------------- No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: RM Sample Mark: _s_E_T_1 ________ _ NIA Wind NIA Stored at N/A Precipitation Admixture NIA ------------------------------------NIA Gallons of water added at NIA ----by NIA Placement Method NIA Placement Location NIA Aggregate size Reinforcement NIA NIA Cement Type __ =I I __ ----- Specific Location NORTH ENQ DOCK TRUCK PAD Special Instructions/Remarks Set # 1 Delivered by CL Date Rec'd in Lab: 219100 Logged in by: AJ Standard Tests: _1_cyls at 7 days; _0_cyls at 14 days; _2_cyls at 28 days; _1_cyls at 56 days. Special Tests: _o_cyls at _0_days; _o_cyls at _o_days; _o_cyls at _o_days. __ o _cyls at _0_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36908 2/15/00 6x12in 28.27in2 96,000 lbs 3400 psi 28 36909 3/7/00 6x12in 28.27in2 141,500 lbs 5010 psi 28 36910 3/7/00 6x12in 28.27in2 137,000 lbs 4850 psi 56 36911 3/7/00 6x12in 28.27in2 lbs DISC psi Comments: .1§._g§y test complies with project specifications. All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 I Checked by: ___________ Date: __ Reviewed by:_~<?--~_GJ ________ Date: °?l::i. ,dJ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. t ... Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: 3/16/00 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 54074 & 54075 Report No: 728 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 3/10/00. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. r'i. v,t :ileo . R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (2) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-58 JO 150 145 140 g_ 135 ~ 'in C (l) "O ~ 0 130 125 120 115 COMPACTION TEST REPORT Curve No.: 15 Project No.: 99-443 Project: FEDEX BUILDING Location: STOCKPILE AT SOUTHWEST CORNER OF BLDG Elev./Depth: Remarks: TESD LAB NO. 54074 MATERIAL DESCRIPTION Description: CLASS 2 AGGREGATE BASE (FROM HANSON, CARLSBAD) Classifications -uses: Nat. Moist. = Sp.G. = AASHTO: Liquid Limit= % > 3/4 in. = 2.8 % Plasticity Index = % < No.200 = \ ) \ , \ \ ' TEST RESULTS Maximum dry density= 141 pcf Optimum moisture= 6.5 % ,_ ~ Test specific ASTMD 1557 I~ ~ \ ation: -91 Procedure C Modified \ \ \ ~ _J \_ \ Date: 3/10/00 ) '\. f \ r J \ \ • \ 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: r \ ' 2.8 / \ \ If \ \ 2.7 2.6 J \ ' \ ' \ \ - -\ _j \. \ I ' \ \ \ , ,------\ 1 \ ' \ \ \ ' \ \ \ \ ' \ 1 I\ ' \ \ \ I \ =i\ ! ' ~ I ' I -··· -----~--t7------·1-·i--~ -,·-I --··-i---~+1-- 0 5 10 15 Water Plate '----------------TESTING E 140 135 130 .... (.) 125 0. ;i, 'iii C: Q) "C ~ 120 0 115 110 105 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: PLANT STOCKPILE Elev./Depth: Remarks: TESD LAB NO. 54075 Curve No.: 16 MATERIAL DESCRIPTION Description: CLASS 2 AGGREGATE BASE-RECYCLED MATERIAL (FROM WYROCK, VISTA) Classifications -uses: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= % > 3/4 in. = 10 % Plasticity Index= % < No.200 = Date: 3/10/00 ROCK CORRECTED TEST RESULTS UNCORRECTED ----- ·- , _____ 0 Maximum d1y density = 132 pcf 130.5 pcf Optimum moisture= 7.5 % 8% I\ ' \ 1\ 1 I\ \ I\ \ \ \ I\ ' \ r-I'\.. -, I ,, 1"" ,\ 'I ii ,, .J I ' \· _j \ ~ n ,-.. I\ ' \ \ ' Test specification: ASTM D 1557-91 Procedure C Mo dified point Oversize correction applied to each 100° 1/o SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: --I/ ~\ i\ 2.8 aj "' I\ \ 2.7 \\ ' ' ' 2.6 ~, \ ' I\ -\ ' \ ~~ ' \ ' ' ' \ \ \ ~ ' \ -\ \ \ \ \ ' I\ JI. ! 11. L~L-tr-D \ -J.--', v- \ I\ r\/ ~ J~i\ \ \ I ' ------\J-'11' ! ! I 5 10 15 20 Water content, % Plate .___---------------TESTING ENGINEERS---------------___. Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Project Name Federal Express Van Station Project No 1999-443 Project Address · 2495 Faraday _____ .,__ _______________________________ _ Grant General Contractors, Inc. Sub-Contractor NIA Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract # ---------------N/A Sample Group # Report of Concrete Cylinders --------- PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 1/20/00 Escon Ready Mix 354 P 5.4 sk 3000 3000 D SA/OS HP D DSA# N/A 376 Measured Slump (in.) 4.00 Kelly Ball (in.) N/A Air Temp (Of) 68 Mix Temp (Of) 71 Air Content (%) N/A Unit Weight (pcf) N/A Truck No. 528 Ticket#: 265903 Load # NIA Time Batched Time Sampled Specified 4.00 N/A N/A N/A N/A N/A Age: 4 mi Min. -------------- RC Sample Mark: set R.C.2 No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: -----------Stored at NIA Precipitation N/A Wind N/A ------ Admixture Pozz ----------N/A Gallons of water added at NIA ----by NIA Placement Method NIA Placement Location N/A Aggregate size Reinforcement NIA N/A Cement Type ____ _ ----- Specific Location Footing at ramp walls lines L & K Special Instructions/Remarks Set# ____ Delivered by RC Date Rec'd in Lab: 1/27/00 Logged in by:. NC Standard Tests: ___ cyls at 7 days; _o_cyls at 14 days; _2_cyls at 28 days; _1_cyls at 56 days. Special Tests: ____ o -· cy Is at O days; _o_cyls at-~-days; _o __ cyls at O days. ___ O_cyls at _O_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36109 1/27/00 6x12in 28.27in2 82,500 lbs 2920 psi 28 36110 2/17/00 6x12in 28.27in2 135,000 lbs 4780 psi 28 36111 2/17/00 6x12in 28.27in2 136,000 lbs 4810 psi 56 36112 3/16/00 6x12in 28.27in2 lbs DISC psi Comments: 28 day test complies with project specifications. All sampling and testing conducte ·n ace rdance with ASTM Standard designations: C31-91, C39-86, C?B-84, C617-87, C42-90 I / Checked by: _____ A!:~----Date: __ Reviewed by:_~~~~ _______ Date:~ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor NIA Project Name Project Address Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No NIA Bldg Permit No Gov't Contract# ---------------NIA Sample Group# Report of Concrete Cylinders ---------PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 1120100 Escon Ready Mix 68 P 8 sk 4000 4000 D SA/ 0 SH PD DSA# NIA 377 Slump (in.) Kelly Ball (in.) Air Temp (OF) Mix Temp (OF) Air Content (%) Unit Weight (pcf) Measured 5.75 NIA 70 71 NIA NIA Specified NIA NIA NIA NIA NIA NIA Truck No. 392 Ticket#: 265900 Load # NIA Time Batched Time Sampled Age: 9 mi Min. ------------------ No. Of Samples 4 Sampled at ____ yards of total yds. by: RC Sample Mark: set R.C.1 --------------Wind N/A Stored at NIA Precipitation _N_/A ____ _ --------------------Admixture Pozz NIA Gallons of water added at N/A ----by NIA N/A Aggregate size Cement Type ____ _ Placement Method NIA Placement Location N/A Reinforcement_N_/A ___ _ Specific Location under panels on line 1 Special Instructions/Remarks Set# ----Standard Tests: Special Tests: Delivered by __ cyls at 7 days; ... -. 0 ... _ cyls at __ O days; RC Date Rec'd in Lab: 1/27/00 Logged in by: NC _o_cyls at 14 days; __ 2_cyls at 28 days; 1 cyls at 56 days. _ _9_ cyls at ___ o_days; --·-0 ___ cyls at O days. __ 9__ cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36105 1/27/00 6x12in 28.27in2 97,000 lbs 3430 psi 28 36106 2/17/00 6x12in 28.27in2 162,000 lbs 5730 psi 28 36107 2/17/00 6x12in 28.27in2 162,500 lbs 5750 psi 56 36108 3/16/00 · 6x12in 28.27in2 lbs DISC psi Comments: 28 day test complies with project specifications. All sampling and testing wed in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by: __ ~~'-l==--------Date: __ Reviewed by: __ i<-W-'--....:,..._ _______ Date: ~,~/to cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: 02/23/00 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 53857 Report No: 633 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 02/10/00. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These repo1is do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. <£ ~t <fZ~ R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed ( 1) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite18 San Diego, CA. 92111 [858) 715-5800 Fax [858] 715-5810 135 130 125 g_ 120 ~ 'iii C: (I) 'O 5 115 110 105 100 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: SOUTH OF FARADAY A VE NEAR TRAILER OFFICE Elev./Depth: Remarks: TESD LAB NO. 53857 MATERIAL DESCRIPTION Description: LIGHT BROWN SILTY FINE SAND uses: Sp.G.= AASHTO: Classifications - Nat. Moist. = Liquid Limit= %> No.4= % Plasticity Index= % < No.200 = TEST RESULTS Maximum dry density= 125.5 pcf Optimum moisture= 10.5 % 1 ~ ~ Test specification: \ ASTM D 1557-91 Procedure A Modifi \ l\ \ \ ' \ ' \ \ \ 1 \ \ 1 \ ' _, ' ed Date: 2/10/00 V ., I\ 100% S ATURATION CURVES ~ ~ \ ' FORS PEC. GRAV. EQUAL TO: \" ' \ 2 ~ / 1 :\ \ 2 .8 .7 • I\ ' ' 2 .6 ' \ \ \ \ \ I\ \ \ ' ' \ \ I\ ~ ' ~ ' I\ ). ' ~ ' ' 'x' I'\ \ I\ f'\ I \ ' \ I\ I\ ~ \ ' \ '\ \ I \ \ 11.s ' r\ ~ I\. 11.s '1\. \ ' i \.I I\ 1\. 0 5 10 15 20 25 Water content, % Plate 1.------------------TESTING ENGINEERS,------------------' Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday1 Grant General Cootractors, Inc. Sub-Contractor TRI STAR Project Name Project Address Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract # ---------------N/A Sample Group# Report of Concrete Cylinders ---------Placement Date 1/29/00 Supplier/Plant Superior Mix Number 354P Mix Description N/A Mix Design (psi) 3000 Specified Strength 3000 D SA/OS HP D DSA# N/A 441 Slump Kelly Ball Air Temp Mix Temp Air Content Unit Weight (in.) (in.) (OF) (OF) (%) (pcf) Measured Specified 5.00 N/A N/A N/A 49 N/A 62 N/A N/A N/A N/A N/A Truck No. 662 Ticket#: 266518 Load# NIA Time Sampled Age:~ Min. Time Batched --------No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: RM Sample Mark: FED EX 1 1-29 Precipitation NIA Wind N/A Stored at NIA --------------------Admixture NIA ----------NIA Gallons of water added at _N""IA __ _ by NIA Aggregate size NIA Cement Type ____ _ Placement Method NIA Placement Location N/A Reinforcement_N_IA ___ _ Specific Location POUR STRIP ALONG GRlDLINE 2/2-2.8. ·----------------------------------Special Instructions/Remarks Set# ____ Delivered by NIA Standard Tests: __ cyls at 7 days; Special Tests: _ ...... o .. _ cyls at_ o _days; Date Rec'd in Lab: Logged in by: NC _o_cyls at 14 days; __ -9., __ ,cyls at _.E.,__ days; _2_cyls at 28 days; ___ _9 ___ cyls at O days. Compression Laboratory Data __ cyls at 56 days. 0 cyls at ___ C?__ days. Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36398 2/5/00 6x12in 28.27in2 96,000 lbs 3400 psi 28 36399 2/26/00 6x12in 28.27in2 121,000 lbs 4280 psi 28 36400 2/26/00 6x12in 28.27in2 125,500 lbs 4440 psi 56 36401 3/25/00 6x12in 28.27in2 lbs DISC psi Comments: _28_ day test complies with project specifications. All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 / Checked by: ____________ Date: __ Reviewed by: __ ~'-------"--------Date: 2-bt,[DrJ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. ,.I. Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: Report No: Engineer: FIELD INSPECTION AND TEST REPORTS 2/18/00 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraa~ Carlsbad, California Plan Number: NIA· Permit Number: GR 99-0032 235 Gregory Smith, RCE 26151 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 2/3/00-2/7/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (3) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego. CA. 92111 [858] 715-5800 Fax [858] 715-5810 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT /e-· ,/ /- Page_1_of _!_ · ---e'_,g =/.._.,,, 9-q _ V-l!J Project Name __ _.__-c=--,._'-?\ ___________________ TESD Project# __________ _ Address ______ ~ __ "_9_\·r ___ /a_---r:_'.4_-c,_ .. e-_(_'37,..,,..,..e _Gt_·_,-_Cr_h_~c--_e.P ____________________ _ ~ I <=?t'c./',y,._y / tSt-1 "I,'{.. s General/ Subcontractor ---------,r-,-____________________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION Concrete -- __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving __ Non-I?estructive __ Batch Plant 0 Soils Technician --Mechanical --Electrical __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD --Specialty Remarks ~- MAT'L SAMPLING __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders _._Cone Flex Beams __ Rein!. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ steel __ H.S. Bolts __ Fireproofing __ Roofing __ Other QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --__ Cone: Mix #/psi --__ Plans --__ Cone: Mix #/psi __ Specifications --__ Cone: Mix #/psi __ Sizes --__ Rini: Rebar __ Slump --__ Rini: W.W.F. __ Air Content --__ Rinf: Tendons __ Temperature --__ Grout: Mix #/psi __ Unit Weight --__ Mortar: Type/psi __ Consolidation ----Units: Block __ Electrode Storage ----Units: Block __ Torque Applied ----Steel __ Load (Pounds) ----H.S. Bolts --Thickness --__ Metal Decking -- --__ Electrodes -- --__ Fireproofing -- --__ Other __ Corrective action required --__ Corrections completed ___ ., ../ Field Representative #tJ 1../!JC_,a ,,,..,.., z:rJ 45v:, CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -~jt.-~_,_e,_t_(_/_Ti'l.1_~7,)~t--u=.<,_·1 ________ _ (Print Clearly) INSPECTOR'S SIGNATURE __ /0"----~~-·__,_ _______ _ 7 CERT. NO.--------- DATE __ '>ls_~~'--/~_·v_·~---- Form#003 Testing Engineers M San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT ,/ Page_1_of J_ Project Name ___ /eeJ--'~~--·---------------TESD Project# ___ CJ-9~_-_V_((J.~· -_3 ___ _ Address -----=--cJ-_,_!{J_·qJ_-__ /q,=----...~--4-11/'----:r-0;t'--·_r--_&_fu$_' ·_-" ____________ _ General/ Subcontractor ____ --=GJ;.=---_r_~------------------------------- Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands} --__ Mortar: Type/psi __ Consolidation ~ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required ___ --Specialty __ Other --__ Corrections completed ___ Remarks ftrt-ll--e.JP 7 g--}Jylr\ d0t. """\ 9~~ fr b.J/.Jct4 ~q /i//'c?.2' iAtt ObS-R,,,--i/t:;;;f> n, ,/frci -/, 1::,r "fa· £hb Cnv1v~;.,,tn,, )--4• ,,......rf- 1ule .. ,d.1z,dl., ?\. ·-kA Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME------+µ-----,~~=--~...,..~,_-·_t'IJ_i1_tJ ___ _ j (Print Clearly) INSPECTOR'S SIGNATURE ____ ·....,,· ~'------'"--~-=uJ_---_____ _ 7 CERT. NO.---------- DATE-+:0-~_/'--u_7_~---=-~ ~ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT ~ Page_1_of+ Project Name -----,pl,-c,,...,~·-t?<~· _______________ TESD Project# _c;q:~f~--L/~L/-3-=· "------- Address ___ --'-/'<-Q..._l{!_· a-'-f:.S-;;::;..___.__~-{ ~--=-=-=qJ'-'-1---C:;_,..-"-~-nb_o«fl _______________ _ I General/ Subcontractor __ ..;::~=-'--'-·-'-1-~/'--_/t_()c._r/_l_,,,S::::;._ _______________________ _ Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons _·_ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~ Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms --__ Steel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ Steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --0SHPD __ Roofing --__ Other --Specialty __ Other -- Remarks CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _____ /<13&:-_~~-~,..,..__T_tl'--W ____ _ INSPECTOR'S SIGNATURE ___ ,...~'-----(P-rin-tC-le-ar-ly) ________ _ 7 --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ load (Pounds) --Thickness -- ---- __ Corrective action required ~Corrections completed ___ CERT. NO.---------- DATE '1¥ '2-i'l,/f> Form#003 Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: Report No: Engineer: FIELD INSPECTION AND TEST REPORTS 2/18/00 99-443 FEDERAL EXPRESS VAN STATION ,, 2495 Faradai Carlsbad, California Plan Number: NIA Permit Number: GR 99-0032 234 Gregory Smith, RCE 26151 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 1/25/00-2/4/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Rep01is enclosed ( 11) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax (858] 715-5810 Te_sting Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L TESD Project# -'-f/---'-9:_f'3_tp'__::J ___ _ General/ Subcontractor ~rl@~e b/41/ ~M/:J / BuildingPermitttC7/4 9C}:Jf?29r -DSA# _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) rfJt;rr,-_Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes· -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarksl.Re twE&JvEMAld; ·, IN /ff[lPWd,,,,,&C . r;;~ r:ccM/$ 1." Su/7-/..o uie< 1-(Af,;,,t_eJ _) f}66 II/ • a.4.V cJ,;_ft I) /)L~e .$A): l?u&ti~ f}t1l(e. Va · v:J<-i L1".11AJS .' -e~~ 1£'.$ o /4t.£/4e. J Pe.u e:.1 e ww ,eMG/t~ s- field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ---"'-R.__,. );?e'-,<-L-_c:.-~~=( ,F.,.n,~ci~-ear7"'iyi-,__' _____ _ INSPECTOR'S SIGNATURE _r-~-~·-~)71,.~--~-;p-<-~~---~----V CERT. NO.---------- DATE ~/~ ,2z>t:3o ~ I Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_ofL Project Name ___ &_·-£=---_v __ x_.____,,p.-B_/.i=-o __________ TESD Project # _....,_Y;_,9,__-,,'-J';...;:;.1/---...<.? ___ _ Address ___ ;l_~-<-+-7"._s_n~--~~~~~-~,,,..._...,v.,....., __________________ _ 41.?/4~ u General I Subcontractor _....,~-~ ...... ~'-'-.... ~_.'-------,,._~~,1---a-¼=_,E'---=---5:-'-~-7+-r.,-,~e==~t---'--;l-,e,,__ ____________ _ Building Permit # _ _c.*==7,d,...._--'---~~;:... _ _,,__._·g;"'--"'-c:r---'--7"-----'-----DSA # __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract# Other __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms --__ Steel __ Load (Pounds) c::!!J;;i;lBolt Pull-O~t __ Masonry Block ----H.S. Bolts --Thickness Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --·-OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ - Remarks : .!)-'Mtire •tttt..t/'fi~ 7.£#~4,. .. HJ£ ~tr dtf¼s . .~ E /s . .BIZ,,.~_ w 4-cL-pr ~n-9 /??#'?e-~. C/f i2/t,? i¼ylP'I /?7~42 ~a;ry/~ az---'"Ce °;£#~ ~ Field Representative #fi~ ;L CERTIFICATION OF COMPLIANCE: All of the .observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ____ ;e_,_)r; __ (. e-_--?-;.s,j;=/4-=~=fl/c"*'·~------- <Print Clearly) CERT. NO.---------- INSPECTOR'S SIGNATURE __ ~~--r-,)J; ___ ~_~-,...-:;~~----------DATE/7t.-,__ J (, ;(_ o•O Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _j_ Project Name ___ __,fe/Jc......:;..;:,::.......,:.X--'--, _.i:.,.R'-"-t.-"/J"---_________ TESD Project# _---:..1_9---:..?1_f._3 ____ _ Address ___ __,.a{"--'--''1'-¾"""~:::;..__.l._-::::..;;_a.;:..:..1<.='=l-;..;c.d=o..=-'(+------------------------~--- C!. 0-f<. IS J3 ,+ J) (:_CL . General/ Subcontractor ':j' /d.aNT ;;;.t-..,,.e Sk;z: ~t.)t=j Building Permit # __ C_02._/-----'9'--'-J--'f-.~-'--'-J,___ ____ DSA # ________________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage ___ Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) l};wit Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks {} f.eu.J,' 6 Fote1118,11 : fn-1/(e µ;fd ur/tt:i . WeA.1Cei<. C/..-eaJt... · ::St:)/411 frlt;flvrlle '?JOcc.. · o/fl-lC-· C/{f:!.w 1¼?,,?/1e(.) '7hc.;<, me/YI t/:)/4.AMe. :5y,s,Ten,t q_y-7?i.e.... Field Representative~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. CERT. NO.---------- DATE_,/'L,__ d_/_-_v_~----=,--.,,,= ~ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name Fej) .X 6 u1~-d1;..,j TESD Project# -~9~9~f~f',._3 ___ _ Address cl 7f.S-Ft9rf'(,4-~.,S:- (?~/</4 i&2 c~/ General/ Subcontractor fj.1~N'"f--7/ /;5 Lu,e. Slr:fj ;(:1.,,, Fv,; Building Permit# Ca._ 9 '7 S{ :i-2 DSA # ________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage __ Mechanical __ Grout Samples ----Units: Block __ Torque Applied -·--Electrical __ Masonry Prisms ----Steel __ Load (Pounds) ~alt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness coting __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks C/etv.' S:. ,&/e $44 . II ;u .. · 0 If~ l-1 'Tta. . !1l&rJ1he~ -· t. t e4-£. C.lde u.'.l w~ €. .r4/?/1Ltf1«f Swq,pqce, Af?/JL,c..(l_.ha.J Zl ~ Co,.? cS/2 ee-1 t2-,f&_ ~//Oa.J,,-..,..v:j CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con ormance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ___ 1<,__,___,?dr,..:.....<--<-----=M--,':-+-,~~~-+------- ~7",V..,,/ INSPECTOR'S SIGNATURE __ ~~~--~--~~--------- CERT. NO.---------- DATE ?e/2 ~ C ,:,;) Formtt003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name __ 7,,..,, ..... c~·/4L,..l;..<,....,c:;.,..../ _ _..,,t"-',r'--J,a=:t-=i·-=,$--'. s-'--_,V....__a""a,___:s:;.._'i...,,.c.=i...,,/.=c'-"""-'--------TESD Project # _9.__,_9_~1<<-L.1/_3=--------- Address __ __.,202' -+o/ ..... 9...,,S,,___%~t:'-"'.::....,, ,.,._./4_,·r,q...------------------------------ ' I .e. 4 . General I Subcontractor _ _.,,.,6;=;1.,.,,an~f._·__,.cz...,cn?"-'· -'-'-s-'-/_. ____________________________ _ Building Permit #_..._6.-"~l(-~9~f.~-~·CJ_0_.&;2._-_____ DSA # ________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __Lconcrete __ Soil ---? M' #/ . 3S'fP -.L'Plans --one: 1x psi __ __ Prestress Cone __ Base --__ Cone: Mix #/psi 3'COO _£.specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi ~Sizes .. __ Struct Steel __ Asphalt Concrete .....c::.._Rinf: Rebar /±.(~/S: -,.Lslump ~ __ Fireproofing _L Concrete Cylinders ~ __ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons _L Temperature~ Z ' __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ,.li./J "= I , ,5 41er-,~8r Ile dl 111 ;··r CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con mance with the approved plans and specifications and the workmanship pro · ·ons of the applicable code. ,589 CERT. NO.--~~-------- DATE_/-_~_7_·-_0_0 __ ---=--== Form#003 Project Name FedEx Address 2495 Faraday Testing Engineers -San Diego, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 INSPECTION REPORT General / Subcontractor Grant . # CB992829 Building Permit INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION Concrete Soil Cone.: Mix #!psi Prestress Cone Base Cone.: Mix #/psi Masonrv Subarade Cone.: Mix #/psi Struct Steel Asphalt Concrete Rinf.: Rebar Fireproofing Concrete Cvlinder Rinf.: W.W.F. Pile Drivina Cone Flex Beams Rinf.: Tendons Non-Destructive Reinf. Steel Grout: Mix #/psi Batch Plant Tendon PT Strand Mortar: tvoe/psi Soils Technician Mortar Samoles Units: Block Mechanical Grout Samples Units: Block Electrical Masonrv Prisms Steel Bolt Pull-Out Masonrv Block H.S. Bolts Roofina Steel Metal Decking Watemroofina H.S. Bolts Electrodes DSA Fireproofina Fireprootina OSHPO Roofino Other Soecialtv Other Remark EPOXY DOWEL INSPECTION Page Lof _L_ Project # 99-443 an 1e Pl Fl # INSPECTION CHECKLIST Plans Specifications Sizes Slump Air Content Temperature UnitWeiaht Consolidation Electrode Storaae Toraue Annlied Load <Pounds Thickness Corrective action reauired Corrections comoleted Inspected the installation of # 4 bars with 5" of embedment per verbal from structural engineer (to follow in writing) using Simpson set epoxy I.C.8.O. ER# 5279 batch# 32184623 at the slab on grade in the rest room. TIME IN: 12:30 TIME OUT: 4:00 APPROVAL SIGNATURE.:.,: -=-4-'=<=J..:._t--!.....,_..q.::_..i. CERTIFl,<i;Al:ION1'0Fir-GQ)ff PLIANCE: To the best of my knowledge, all of the reported work, unless othe ise s confortnahoe with t~~ ·aeproved plans and specifications and the workmanship provisions of the applica e code INSPECTOR'S NAME' DANIELE WYMAN CERT.N . 088 636-88 / 6 INSPECTOR'S SIGNATURE ~ Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 Page_1_of_ San Diego, CA 92111 INSPECTION REPORT Project Name EF ~ i:'--X TESD Project# 99 .... y'.Lj..:J Address -«~if-~· 9~.f"'=-. _;-~:-?-· ~c:t~v-~'l--=-ef~a ....... -,../-~fl.-tl~·------------------- {;u;/ Ls /Jq al, 1...Zq i General / Subcontractor _...,@=-r..:.t.,,-_q---'-"'-;.J;;:..·7-"-+/-l:._ . .,_L'-.q=+y_c;:_.o=...,..IJ='-------------------- Building Permit #_~..,__~_.B,._,___9,,__.q~d~fr:=J,,c...:f'..,_f-l _____ DSA # ________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --V.1ans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~:pecifications __ Subgrade __ Cone: Mix #/psi v!:sonry --__ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~nsolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms --1./steel 11-..:]_6 __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --Metal Decking -- __ Waterproofing __ H.S. Bolts v---;; .,t:F"7a,,e1 --__ Electrodes '-~~ -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state~ is in conforma fe witl\ the a~-~~;~~~J plans and specifications and the workmanship provisions of the applicable code. ~-~ \ ,, ·· ii/i J INSPECTOR'S NAME ~ r l /e.-. i~ ~7 /1. 4' i.·\\fiSNHE ,,--·) (PrintClearly) CERT. NO. ..,, /' INSPECTOR'SSIGNATURE G_f-{ f'.. 17~ DATE /.-3 t-d&,.:;;-· Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ P~oject Name _--J.-.F_-_f=-<72""-F'L""-~-1.4-------------TESD Project # _a..._7-"9'-,,_·-~_,,__,_¾'--:...5=="----- A" ,-II Address _ _,(=-..lil../-"9._S:,___-t=__.tf/=----r:-,:-(....---=-,¢',_· ..... a-\1.,....c~,,,_/t"-""-rL-+,---------------------- /.? _.,,,..J · II o • · ,.-. (_qzy h=S ha:4 I Ld Li" c, 0 . / 'J. General I Subcontractor 0YV-tl uT I C-/-......q y uli.) Building Permit# CJS CJ9?J?'A,'9' ,_ DSA# _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi ~asonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block __ Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --1/steel A..1, __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing ____ Steel --Metal Decking __ Waterproofing __ H.S. Bolts --V'Electrodes £-'7t1/V __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ Specialty __ Other -- /J4 r{.£cv.·s j Field Representativ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwis specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -~~-a_;._n ___ -L~'--<'~~----=( ..,.../vi...,...t...,.,.?. .... ~7-~ h~, e.~· --~"" ___ _ (Print Cleifrly) INSPECTION CHECKLIST / ~Plans 7speciiications --1!:_Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation --lL0 Electrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ ·,. ' •, / -, ...... __ ... , i ~ • : ,J rir'' ;) 1. --i ,..,. , :f , ,} INSPECTOR'S SIGNATURE L-('U{ ;, 1 //'t.71i1.7;r;-:-·· z DATE ol--/ ··(/t') ---~~ .. -.,/' Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name __ -4-f-_,...., ...... E""'-~---"=l),,__..t,=-~--<-x ....... · ___________ TESD Project # <?9 -yf<.J Address ----'J.~L/,__.,,_,Cf---' .. ,....-r' __ F;~<J__._V---=-'vl~J~a.y'-,\r.~·~A-1/----'1 _______________ _ Lali(Ls bjJ. I ~ Fr General I Subcontractor fu A: rr I e ,Lg v'. C-(J ,J Building Permit # C:.. 6 9q j f/ 2 Cf C DSA # __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi --~lans __ Prestress Cone __ Base --__ Cone: Mix #/psi Specifications asonry · ~:." · __ Subgrade --__ Cone: Mix #/psi _..4izes ~truct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight l: 1~1 4, __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ consolidation __ Soils Technician __ Mortar Samples --__ Units: Block ~Electrode Storage __ Mechanical __ Grout Samples --7 units: Block __ Torque Applied --Electrical __ Masonry Prisms --__ Steel /t3 G __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --~Electrodes £.. "7/JJ? --,...-, __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Correctiveactionreqwred --Specialty __ Other --__ Corrections completed ___ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in con ormance with the approved· plµns and . . :: ~· ' . ;·:.H~ .. specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ,Eq,,,..-./,, /( 1 fiq±fie. S INSPECTOR'S SIGNATURE e<-&f!i"'£;~ CERT. NO.--------...,.,....-.-.. ;. /, / DAT!; cfl-r-:fl. -07J Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ --Project Name ,/-F .JJ £)( TESD Project# __,__f--'-tJ_-_,_L/_·Lf_(J ____ _ Address r~!../ 9 .5" F q v::-a_ Jc-! y-I-}-V, PA 1.----b-s 11 q oL {4< ( I I General I Subcontractor &v CY ,._fr~ e._ /_ er I/ c_o;J l l Building Permit# C-f3 99 ,;,/ g--d,_ q DSA # _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST 1--- --Concrete __ Soil --__ Cone: Mix #/psi --Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~ Specifications ~asonry __ Subgrade --__ Cone: Mix #/psi c../sizes truct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~onsolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --Units: Block __ Torque Applied --Electrical __ Masonry Prisms --v'steel /436 __ load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --~Electrodt>~.£ "7cJ/fI' -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approvJ"t.1,_plans and specifications and the workmanship provisions of the applicable code. / ;" INSPECTOR'S NAME .l: Of, I,--J._ /e.,._ l!i-a±h e.s jj (\int Cle~ • INSPECTOR'S SIGNATURE ~ct c;Lf.is,Alk El;RL P.. fir.···, . -,..~ ~ . .:'! . '• . /';.}J_J.)./f~ CERT. NO.---------- DATE .2-.J ~ o0 ··· ·-: ... :. ,._.-:.· Form#003 ~- Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ TESD Project# tJ'9-~-;,/..]' General / Subcontractor ~ 0 : 7 I e J._ ti:,,/ C.-0 ,J I l Building Permit# C 6 CJ9 d f"".,J_ 9' DSA # _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --~Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi Specifications __ .Masonry __ Subgrade --__ Cone: Mix #/psi -L.sizes _L Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.E __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant --. _Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block V Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms --~ Steel f/..:1-6 __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --v"'"Electrodes E7~Ll. -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ ·, specifications and the workmanship provisions of the applicable code. I ~ !·. ~-Vs ~-.. ~ U[; 1 INSPECTOR'S NAME __ f: ....... ,...-.....cq_,__.v'"""· ~L=-· __,_/\'=". ---Pi-;a.,1,:-,,.oZ-'-i--'-' -/2,,__e. __ S_.___ __ _ · /"') (Print Clearly) INSPECTOR'S SIGNATURE _(_~,=c.. ____ 41.4-=+_f ~/fl_,_( .,_r ..,_hj_,_=_a_~_~_-: ___ _ L ~ '.7Jr, !1~· . : ~/ :: CERT. NO.-------'-·!_,_.,_._: __ _ DATE cJ. -Lj._ 0--0 Forrn#003 Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Project Name Federal Express Van Station Project No 1999-443 Project Address 'i2495 Farada½ _____ :;;,_ _______________________________ _ Grant General Contractors, Inc. Sub-Contractor NIA Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No NIA Bldg Permit No Gov't Contract# ---------------NIA Sample Group # Report of Concrete Cylinders --------- PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 2/1100 Escon Ready Mix 867P 3000 PSI 318" 3000 3000 0 SA IO SH PD DSA# NIA 442 Measured Specified Slump (in.) 5.50 NIA Kelly Ball (in.) NIA NIA Air Temp (OF) NIA NIA Mix Temp (OF) NIA NIA Air Content (%) NIA NIA Unit Weight (pcf) N/A NIA Truck No. 336 Ticket#: 476273 Load# NIA Time Batched Time Sampled Age:~Min. No. Of Samples 3 Sampled at ___ yards of __ _ total yds. by: Sample Mark: 211/20009 FED EX 99-443 1, 2 0 Precipitation N/A Wind _N_/A ____ _ Stored at NIA Admixture N/A ----------NIA Gallons of water added at _N_IA __ _ by N/A Placement Method NIA Placement Location N/A Aggregate size Reinforcement N/A NIA Cement Type ____ _ ----- Specific Location BATHROOM SLAB@OFFICE BLDG (NORTH SIDE OF BLDG). Special Instructions/Remarks Set# ____ Delivered by NIA Standard Tests: __ cyls at 7 days; Special Tests: __ o _cyls at _o_days; Date Rec'd in Lab: _o_cyls at 14 days; _o_cyls at _o_days; Logged in by: NC __ cyls at 28 days; _o_cyls at--~ days. _1_cyls at 56 days. _o_cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength. 7 36459 2/8/00 6x12in 28.27in2 63,500 lbs 2250 psi 28 36460 2/29/00 6x12in 28.27in2 112,500 lbs 3980 psi 56 36461 3/28/00 6x12in 28.27in2 lbs DISC psi Comments: 28 day test complies with project specifications. All sampling and testing conducted in a~rdance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 / \ Checked by: 0y Date: __ Reviewed by: _ _,::;@..;:;.....a.P ________ Date:~ D"D ti:-R. Douglas Provins, PE cc: Hoffmayer Structural The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. Testing Engineers -San Diego, Inc. Established 1946 FIELD INSPECTION AND TEST REPORTS Date: 3/9/00 Job No: 99-443 Job Name: FEDERAL EXPRESS VAN STATION Address: \ 2495 Faraday} Carlsbad, California Plan Number: NIA Permit Number: GR 99-0032 Report No: 291 Engineer: Gregory Smith, RCE 26151 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 2/5/00-2/11/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (7) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax (858] 715-5810 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F £"° IJ FX. TESD Project# 99 ... </ .c:./J Address c1. !-( 9 ,5' 1=4 )~ Cf c;) Ct Y /fiJ. G v:4s 1;; o, ,:£j ct@_ .. General / Subcontractor ti: r ,:ll A.51 / C La. v c_{) µ l Building Permit# (.JS 9 cJ d< &Tet, z7 DSA # _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi ~ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --V Steel /9-S ½' __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ Steel --__ Metal Decking ~ J,--7' ·1r __ Waterproofing __ H.S. Bolts --__ Electrodes & , t)[ __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ Specialty __ Other -- field Representativ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise specifications and the workmanship provisions of the applicable code. INSPECTION CHECKLIST ~lans V ~pecifications /'sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation ~lectrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ r;; ~, ith the approved plans and 2.3~;~ n. r!Tt:~s INSPECTOR'S NAME --'-~__.q_,_r_L_lf~'---s:..,,• ~l'1a~.,....,· f__.-h~e...s_· ___ _ (Print Clearly) ·\ i"S.i.ii'.771 ..:';· CERT. NO.-----'-----_...:.,.~ Q INSPECTOR'S SIGNATURE C:e ,,J tc ,_ ,ltpctlh;z· . . .. •. ,! : .:·· >•. 1..a .I"; -r'' DATE___,,c;).._-___;:_S-:-_~_C7_-0_·_:~-~-,.;.:.,;_f_ ... __ Form#003 .... . '!Ill'· Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F E./J F)( TgSD Project#_____,,,,?;:'.,...,. ~1=-_·-~0'-"SZ-""'(j ____ _ Address d//fJ __ 5'" £q i,,.c.1 do. V' /-l-r/1 <:.ad~ /;qJ . Ge f / General/ Subcontractor @:c? h,cc~/t:!_Lq: t/'C.l!>;J -L--/-/ Building Permit# {!___fl C/9 ;?.. ?2, 9 DSA #---~~------,--,,------- Plan File# --------------~-OSHPD #----~----=~--:.--:-:-.. --::-.. -o.-::--.• ______ _ Government Contract# Other -~---~--~==e:--=--------- ·--..... -- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION l~~P.ECJION CHECKLIST --Concrete __ Soil __ Cone: Mix #/psi ::;;P)alJ? _ ·---~ __ Prestress Cone __ Base ~-__ Cone: Mix #/psi -;? Spe_c;ifi<t.1!!iJ?ns , Masonry __ Subgrade __ Cone: Mix #/psi __ Sizes .. ~ =z::struct Steel -__ Asphalt Concrete --__ Rini: Reb11r -___ Sl•Jmp --·---__ Fireproofing __ Concrete Cylinders -.. -.. -__ Rini: Vy.W.f. 0 __ Air Content ----__ Pile Driving __ Cone Flex Beams --~~ __ Rinf; Tendons . __ ______ Temperature '' __ Non-Destructive __ Reinf. Steel ~ __ Grout; Mix lf/p:;;j __ ~ ______ Unit Weight __ Batch Plant __ Tendon (PT Strangs) __ Mortar: Type/psi I __ Consolidation -------· ~ Electrode Storage __ Soils Technician __ Mortar Samples __ Units: Bloc!< __ -I ~ - __ Mechanical __ Grout Samples __ Uniti:i; 13Iock -I -rr=--Torque Applied -.-.. -.. ~Steel /1.1_£.·. -_--Electrical __ Masonry Prisms -Load (Pounds) --~ .. -______ :; __ Bolt Pull-Out __ Masonry Block ~ __ H.S, Bolts ___ 1:nickness __ Roofing __ Steel Met11I Decking . ----,.._...,..--Electrgdes Lf-7,ef,_ ~ It -· __ Waterproofing __ H.S. Bolts ------. ·-.... - __ DSA __ Fireproofing --.,-.. __ Fireproofing . . ... ---_.,.....,.. --OSHPD __ Roofing --.. ---Other . .. -. ..,.........-Corrective action required --Specialty __ Other -· ---.. ··-__ corrections completed ___ .. -.. Remarks ,;:z:;;;.sr Le,, ( L-l/. ££,.:'--1/3 q .b ! c:i'C lA} eJJJ f Al:) ".E.. 'VO.> F <j } ,,.· d,r -~ q_ :x(J O vs,~ C,-0 J.) ;) iL& ( L t) 1-.J. s~ -d :;;:_ l ~ ·, L '? I JISJJ f ,'J r.;; A.J __ t!l.. ~/s tJ t b ~ / 1/ J{ L.l/-!J'-'b ,i9 /4y_ "77> -e--m heJ qNJ,_ !i'~d--e-V -1 V:i ,,£ cc;--+Kr lJ/[jf_t?._ __ lif~'/),,[ ... 9h:-e4v'7aJ.q.) Frn---- ;Jo i' le-v-.s 3 v, 4 Lt"i~ ,t-1 ¼S::-£, tJ.£[ji ti i{.IS.1/JJP. .die t1t_1 Z i G. f k:t7e::r:: ·-z-..t-i CERTIFICATION OF COMPLIANCE: All of the observed work, unless otl1~r,w.j~e state specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _&; YL fe, /1crt-/2 {LS (Pnnt Clearly) INSPECTOR'S SIGNATURE e4A.__,( K,. J/JJ;t~--- the approved plans anc j • \ <' •• ti1J 1 EARL r \ .. · ··· CERT. NO. ----·~·--7-9~-1 ---------··:·, r7 ·-· .. \ DATE cX,... / ,~'CJ:-:.r2) --=---c= Form:100 •. Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name -~ FJJ g-x TESD Project # 99 ·· </L/J Address c:!. 1./ 9 5' f=:tt r a cfJ a y-Ai./; & vLsbcvL; tt-1" I I General I Subcontractor {;ivr7 &.i'[ C /_4. V {1...() )...,1 i~_ I< Cjr::J "l o--1 I':.} l DSA # Building Permit #_~_=/.J __ 7'---"o<-.c.....;c..co"--"-&()(.....-=--7_...______ _ __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block --H.S. Bolts --__ Roofing __ steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other V Specialty £; 0 ,t: y __ Other -- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stat specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _J;--.___·:;.:c..,,l'-'V:'--. -=(_=_'----'-)::,=-£--.. """'Y(~C;_,_,_{±/2...._',_,:._e,-='S ___ _ _cJ (Print Clearly) • ("~J £. 11:~ INSPECTOR'S SIGNATURE -- INSPECTION CHECKLIST ~lans c/ Specifications ..,/' Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ ith the approved plans and Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name £ FtJ EX TESD Project # q 9-4¾_{ Address /J.J/95 £qvc.1 tflcev fhJr ,,<:? J I b.Ai/ bs b atP . L?t r General / Subcontractor cf V c/ b-ly: I el a V C-0 A) I I· Building Permit# e B 99 i;l r-J...q DSA # _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete __ Soil __ Cone: Mix #/psi ,/-------__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi ____L_specifications ~asonry __ Subgrade --__ Cone: Mix #/psi p/' Sizes truct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi =z-:onsolidation __ Soils Technician __ Mortar Samples --__ Units: Block lectrode Storage --Mechanical __ Grout Samples --~Units: Block __ Torque Applied --Electrical __ Masonry Prisms --__ Steel ,62. f G, __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --Metal Decking -- __ Waterproofing __ H.S.Bolts --V---Electrodes i£:'7't> 1,f{' -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed I ·-t--::-: ' __ D t) N e..c..... 1 f O 1J, ' ·:J i<?n . I / u,, ,. b , I field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s ated, ·s in cont specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __ t="_---_q_r_L_-=-}<~ .. ....,..,M,-'-G_rTh_· _·,_e __ 2 __ _ ~ "'"' ""~' 1NsPEcToR·s s1GNATURE -1~~---=-i..~/,-....-.,.IP ....... 1,-,. .. __,,_yJ_n_1;;::;t&_~/.__,,_1..-i,.,uc,...__ __ _ ( f:Jl.f;L R. ii!;!':i :-:r.:s -/ 91 . ,··~ l ' . -/; ... ERT. NO.-~---'--,------- DATE_cL_-_J?,_~_o--o_, _-_~_~., __ _ Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_,_of_ Project Name ,£,£[) £ X TESD Project # 9f-o/''L/_i Address d L/9:f £(,..1 Va d ct J Ev. /,.J . // / L-67 v-J.. s h cJr cl . L...:i..-1 ;:;' Ip, General / Subcontractor l7 rq;J 'T L. La { L() 1-.) Building Permit# _{:_fl CJCJ d82CJ: DSA# _______________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --/.Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~ Specifications ~asonry __ Subgrade --__ Cone: Mix #/psi ~izes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~onsolidation Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage -- --Mechanical __ Grout Samples --__ .-Units: Block __ Torque Applied --Electrical __ Masonry Prisms --v Steel /h..r ~ /.ft1tro --6. __ Load (Pounds) --/ __ Bolt Pull-Out __ Masonry Block --__ H.S. Bolts --Thickness __ Roofing __ steel --~eta! Decking -- __ Waterproofing __ H.S. Bolts --_·_Electrodes E'Za I ( --. __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ -Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks .-6, ' CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise sta specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME .EtvL IC. Jvj (rth e-s (Print Clearly) 0 r ~ M;=J:d -INSPECTOR'S SIGNATURE L AA--z I\:. '[ ~,t,w ::.'.1:L R. !~·J!TJ;:-~ ?9i l i/71. ~---; CERT. NO.----------J,:.,_ :> : .• : ,,.· ,7 cr-z~,,,~. '/ DATE .-')L. ~ . V V•>,. ,-:-· Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ F-, ~11 -...--v Project Name K ..u .c' /\ TESD Project # 9 9--L/t.f f Address d2 .L/ 9 s Fa r a.. d. t,'( cl fJ-Vs l L.ti ~/id /2 q el l:t , /.i -I /' ?/ General / Subcontractor b v q A..U {;/_.a. V c._1.:,., N .._,. , I Building Permit# {!_ 11 9 9 J ftJi q DSA # _______________ _ Plan File# --------'-________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY --Concrete __ soil -- __ Prestress Cone __ Base -- __ Masonry __ Subgrade -- _Lstruct Steel __ Asphalt Concrete -- __ Fireproofing __ concrete Cylinders -- __ Pile Driving __ Cone Flex Beams -- __ Non-Destructive __ Rein!. Steel -- --Batch Plant __ Tendon (PT Strands) -- --Soils Technician __ Mortar Samples -- --Mechanical __ Grout Samples -- --Electrical __ Masonry Prisms -- __ Bolt Pull-Out __ Masonry Block -- __ Roofing __ steel -- __ Waterproofing __ H.S.Bolts -- __ .DSA __ fireproofing -- __ OSHPD __ Roofing -- __ specialty __ Other -- MATERIAL DESCRIPTION __ Cone: Mix #/psi -- __ Cone: Mix #/psi __ Cone: Mix #/psi __ Rinf: Rebar __ Rinf: W.W.F. __ Rinf: Tendons __ Grout: Mix #/psi __ Mortar: Type/psi __ Units: Block Units: Block t,./' Steel /JJ ,; /.lfl S t1il --lJ. --l H.S. Bolts -- __ Metal Decking ~Electrodes & '7{} J f" __ Fireproofing __ Other IN~CTION CHECKLIST __ Plans -G,Specifications _e_sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation --1.L.. Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ ...S I e:-e. L c/ 1ra q 4/Jtf_ ·, ~ 'TI Field Representative~~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and ,, iS, V! ¥ specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME £q v-L K., Mq-J--), e.s (Print Clearly) INSPECTOR'S SIGNATURE &J t. ¥J;i{_u, Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name FE LJ c:::2( TESD Project # fq ·-'/f{._f Address ,,,:J. 1/£ 'L C?t V ~r da_ / Elv I ea vl S' hl7LJ ( &i L/ E General I Subcontractor &' ~; ,.JT"' ~ t!_f_ 4-~· ('j> ,j Building Permit# C-lf / ?LJ.f" d.. ~ l DSA# __________________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY --Concrete __ soil -- __ Prestress Cone __ Base -- ~asonry __ Subgrade -- __ Struct Steel __ Asphalt Concrete -- __ Fireproofing __ Concrete Cylinders -- __ Pile Driving __ Cone Flex Beams -- __ Non-Destructive __ Rein!. Steel -- __ Batch Plant __ Tendon (PT Strands) -- __ Soils Technician __ Mortar Samples -- --Mechanical __ Grout Samples -- --Electrical __ Masonry Prisms -- __ Bolt Pull-Out __ Masonry Block -- __ Roofing __ steel -- __ Waterproofing __ H.S.Bolts -- __ DSA __ Fireproofing -- __ OSHPD __ Roofing -- __ specialty __ Other -- . J , l (~ ) • ._f le_' ,... J ,/\ • "' l'.,.._L " ,~ ... A 4} Y f{ f I\, /,J v--o l _; -.I .\ -" V / MATERIAL DESCRIPTION __ Cone: Mix #/psi -- __ cone: Mix #/psi __ Cone: Mix #/psi· __ Rini: Rebar __ Rini: W.W.F. __ Rinf: Tendons __ Grout: Mix #/psi __ Mortar: Type/psi __ Units: Block Units: Block VSteel !j:.3 ~/.tl-s-'rJtl -lJ H.S. Bolts -- Metal Decking =z:-Electrodes 1.::. ·zl) / ,r: __ Fireproofing __ Other IN~CTION CHECKLIST __ Plans ~Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation ~Electrode Storage __ Torque Applied __ Load (Pounds) Thickness -- -- -- -- __ Correc\iVe action required __ Corrections completed ___ JI.-s j U /2.-L- O F Jot~'!--? Field Representative ©~,i.-,,1 CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the appr9yed plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -~£_i--_c:f~J.r~j__£~,_ti~ct~1---h~--e=-5_·· __ ~ (__ (;rint ~rly),,__f.L.L_ INSPECTOR'S SIGNATURE ----'=c_.c-..,....-r ...... d.L.f/i__,_,1: ....... (1,,.-...;;....~--r,,,...ad~"+-? ...... D=~-....... ,_-_-_---_ J 'l q.:J ' ' Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 Page_1_of _L San Diego, CA 92111 INSPECTION REPORT r,::; I~ ""-'C:' II •• Project Name __ f""C-<J<._· _· _'-A_· _· __________________ TESD Project# __ l_i-_--r_·_'-1:,_3 _____ _ Address _____ ,_rl2._Y_1~_:;_r_-';'-·-r._;_;~_-<c-_· ._t°"~·t-· _0_.vr_~._ .. f.!_c!s:_hrr._, ·-'--.1.,"--r,? _______________________ _ General I Subcontractor __ «fi._V\7_· _n_;;_-~..,,_,/ ___ /1_· _?_'t,1_>t-=--5=-· _____ e_-_'8::PJ_?S:_:_/'-~-b--,.~,.....~--_· -"'-:,.--------- Building Permit # ______________ DSA # _____ 1_·-_.:..s_~½-__ ..... h:_-rt--_, _t_u_1t.z.J ______ _ /~ t~ I i'tAe/C. Plan File# OSHPD #--------.--,...---,---,,----------/ ~ ti, ,i.u1 tr~;_.. Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation _}!__ soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage Mechanical --__ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --___ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed (,,,JSu, cd!.£11J /,,c:;..fd~ 1fJi, "Zl-1 /ti ~, f'IJ C. /.Nctflf 3 .,-vf-~ /\J C 81.'. 9o a· /J;.,-J A en -&vile ~ -,_f_r ~ ~.tJl..t ~"rs~'~ 0t-J' C{N--f,,.~ · - specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME --+-~-t-~_r:3J--'::Z'---__.__,/2J~ri~I 7~CZ_l._;_/f) _____ _ ~ (Print Clearly) CERT. NO.------------ ./L_,_....,, # ....-i,..,c.<° INSPECTOR'S SIGNATURE ___ ..,,./_~ -.!J~ _--v"' _______ _ ,,,7 DATE_,3,-,--,1,_/4~·7 /: ~'Zn-~---=--c= T Formtt003 TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE 'ORLANDO ' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS ··2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF (8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/5/00 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 75 AIR TEMP. 3500 @ 28 DAYS SAMPLES MADE BY PANEL H-1 LABORATORY DATA 1/6/00 3500 6 SK W/POZZ 264890 N/A SLUMP 4.00" NIA 75 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 5 34495 1/10/00 6X12 28.27 88,000 3110 28 34496 2/2/00 6X12 28.27 127,000 4490 28 34497 2/2/00 6X12 28.27 132,000 4670 56 H 34498 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. ·ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: -~------- DATE: fi)f" REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: 't--1-z., lflt~ Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 Grant General Contractors, Inc. Sub-Contractor N/A Project Name Project Address Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No NIA Bldg Permit No Gov't Contract# ---------------NIA Sample Group# Report of Concrete Cylinders ---------Placement Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 2/8100 SUPERIOR 354P 5.4 SK WIPOZZ 3000 3000 D SA/OS HP D DSA# NIA 535 Slump (in.) Kelly Ball (in.) Air Temp (DF) Mix Temp (DF) Air Content (%) Unit Weight (pcf) Measured N/A NIA 80 72 NIA NIA Specified NIA NIA NIA NIA NIA NIA Truck No. __ N_IA __ Ticket#: 267114 Load# NIA Time Batched _____ Time Sampled _____ Age: 35 Min. RM Sample Mark: SET 1 No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: -----------NIA Wind NIA Stored at N/A Precipitation Admixture NIA ------------------------------------NIA Gallons of water added at ___ N __ IA __ _ by NIA Aggregate size N/A Cement Type ____ I! __ Placement Method -----NIA Placement Location N/A ------Reinforcement;..;.N_/A ___ _ Specific Location NORTH END DOCK TRUCK PAD Special Instructions/Remarks Set# 1 Delivered by CL ----Date Rec'd in Lab: 2/9/00 Logged in by: AJ ------Standard Tests: __ cyls at 7 days; Special Tests: .... _.o __ cyls at O _ days; _o_cyls at 14 days; __Q_ cyls at _2_ __ days; _2_cyls at 28 days; _ __9__ cyls at O days. __ cyls at 56 days. __ o _cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36908 2/15/00 6x12in 28.27in2 96,000 lbs 3400 psi 28 36909 3/7/00 6x12in 28.27in2 lbs psi 28 36910 3/7/00 6x12in 28.27in2 lbs psi 56 36911 3/7/00 6x12in 28.27in2 lbs psi Comments: All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 JI Checked by: __________ Date: __ Reviewed by:__,t:,;;;....:;..D ...... e ________ Date:~ <Y-1 cc: Hoffmayer Structural R. Douglas Provins. PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. {' T~sting Enginee~·s-San Diego, Inc. Date: Job No: Job Name: Address: Report No: Engineer: FIELD INSPECTION AND TEST REPORTS 2/4/00 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: NIA Permit Number: GR 99-0032 172 Gregory Smith, RCE 26151 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work perfo1111ed on 1/22/00-2/1/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (7) Testing Engineers· San Diego, Inc .. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax (858] 715-581 o Testin Engineers -San Diego, In\.. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name /-' £ lJ e-X TESD Project # 9 9 ·· L/ sl I Address d 1-/ CJ ...._5" · FC3! //"c)t.._C/.cty EJ-µ!1 {!_ -l-st b ot. t; l!->-j?,.__ . P _ ___, /::JL General I Subcontractor v· · ,i?J AJ I L_:... r.Pt. ""-!? ao 1 ~ '1 q, DSA # Building Permit #--=L"""--_._LJ.,,,_____.L.'---"'L--=tx'-C...>Q.J"-'Pf(.~_,_t:....______ _ __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION l~CTION CHECKLIST --Concrete __ $oil --__ Cone: Mix #/psi --~Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi Sizes ~truct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms --~Steel ll.36 __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --Metal Decking -- __ Waterproofing __ H.S. Bolts --V Electrodes )E:' 7t?JY -- __ DSA __ Fireproofing --__ Fireproofing __ QSHPD __ Roofing --__ Other __ Specialty __ Other -- Remarks vJa 1/s CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise sta specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __ Ec_-_a_.v_L~_,e_~_M_e1.~: ~~-11-· ~e~s- (Print Clearly) INSPECTOR'S SIGNATURE ____,~-=c.....-=Cf.---W~~-......,_;f_-___,,__fi_~+-----'?f--1"'--""":;:..,:..,&,,,..,s-.. __ -- __ Corrective action required __ Corrections completed ___ i::".RL R. MATHES 791 ll 77i ,,/ CERT. NO.------.:,,-__ -f-;-.,,-1 ;-, -,::-/-,.-- / -;JI_ 'J...,.. "'t>d;,· DATE_,,_,--~~~----Farm11003 Testin~ Engineers -San Diego, In\.. 7895 Convoy Ct., Suite i 8 San Diego, CA 92i ii INSPECTION REPORT Page_1_of_ Project Name ££/)-tf A TESD Project # ___.9'---i'-0_-_.3/j'----+-¼-"'---1"--_, ___ _ Address 4(f'9,_f" ·,£CJY¥;,tdaJ /j-,J, c'avi-.'£ I> qi. &r< 1 ' 7 General/ Subcontractor Gf'v a ;r·· / CLa: y C-iJ tfi/ Building Permit# C:fj 9 {f r2 ?(;1 'f DSA # _________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION IN~CTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Reinf. Steel --__ Grout: Mix /I/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ Steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other _Lspecialty i£ f)OX,f __ Other -- Remarks CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwis specifications and the workmanship provisions of the applicable code. 1 ?' )rA. 1....,.,,J INSPECTOR'S NAME ..., V:0 ~-ka ~,~' '~Print Clearly) INSPECTOR'S SIGNATURE &d f ~ --~ans --;:::;7'Spec1f1cat1ons __ Sizes __ Slump __ Air Content __ Temperature . __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ CERT. NO. JC:i5 {l ;?. .. j'i/zrr~%S DATE /:.--rJ/~(}() Form#003 Testin:_. Engineers -San Diego, ln1.. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name £ ~bX TESD Project# 9'9'...-j/y({ Address & 'f:"'(.S 1Fq f/ ;,t if &_ y /I d ,. CgyLs, 09 t!f ~&f, .. -· -) . General I Subcontractor (3, ;,,r ?f.. JJ ·r I e LC/.... y:c::.:..-o ,J ,.,::;, !! . <-. . Building Permit# "---.B CJ'!' ,,Jjt Jg DSA # _________________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi ~asonry __ Subgrade --__ Cone: Mix #/psi _i _ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein/. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples ----Units: Block --Mechanical __ Grout Samples --Units: Block v l}if7' --Electrical __ Masonry Prisms --__ Steel JC:.. Y,e __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ Steel --__ Metal Decking , __ Waterproofing ___ H.S. Bolts --_lLElectrodes f/1 tJ / ff __ DSA __ Fireproofing --__ Fireproofing --OSHPD ___ Roofing --__ Other __ Specialty __ Other -- Remarks ::::;::::-;:__r , /.;-'L.-(1 V;,"\ AJhV ~--:-,-() ;_.J " __ ;A...J--"--K- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME /4r:L C. f{ ccf-:k. e_ ~ ~ (~rint Clea','.!_ __ INSPECTOR'S SIGNATURE ( _ -~ t: 7A-~-~---[ INSPECTION CHECKLIST ~Plans 1./'' Specifications l--./Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation ~ctrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ the apprpv.ed plans and 1>~ If;~ .. .,, •• ~\' •J _/' (U: 1 Form#002 Testin Engineers -San Diego, ln1.. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name -~E_--~-i_·'::!"'_~l)=· _} -l~:;-"'-.x ___ · ____________ TESD Project # q cJ·-<1¼.s Address --"'4:..,...-· '--+u_l'Jt->ao,<?-:=.__-_-=-·)__.--;__._=---=~,---==1 -r---=-11--<--=--t----------------------~ +-2~ u q v-c(t.ltt'-/ a;I, bl I Uv,...L.s kt~ cf l-,A_, CJ I • General I Subcontractor t:J .. Y-q A~~/ (:!__J.4_ V C.:-0 II Building Permit# C-ll qq;; 'iCJ r I DSA# __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --;01ans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~ Specifications Z-Masonry __ Subgrade --__ Cone: Mix #/psi I_...........,. Sizes Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block 1/ Electrode Storage __ Mechanical __ Grout Samples --Units: Block __ Torque Applied --Electrical __ Masonry Prisms --Vsteel El:, j ~~ __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --Metal Decking -- __ Waterproofing __ H.S. Bolts --VEtectrodes .F 7 V / 'f( -- __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ specialty __ Other -- ~. t> ,7 ~-=-~--.... < I !,1 i.r 1-f. t' , • ...-,o ,.:?. l •,"·--t.. s..s Field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME Ca rL /(J, l:1,{l(_"T/2 e.,$ ~ ''"" """" INSPECTOR'S SIGNATURE ~1 t kf c::tk -- __ Corrective action required __ Corrections completed ___ )(., with the approved._,p,ls.ns and .//~ •r,r ::~{.-~ 1',-t-1 VJ ~, --~ ./· QC 1 ,/.. EARL R. MA'fh[ -~::-:.~~ 7 9 lll 771 CERT. NO.--------'+,,0..._,...,,~-~- 1 ,-,-.;,- 1 -..,.- .. ' ...... ~':'~:;., "Ji \/_-;//' DATE_/<C----~~--~--~~v~--c>c..__,~~~*~«-,,-~ "'' Form#003 Testin~ Engineers -San Diego, ln1. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name _ __,_P--"-.t::---',_-'""..t}'---,1:,_c_=t_,' ~-----------TESD Project # --'-C/'_fl_· .. _/-f_._L./._J_*' __ _ Address ---=~-"--'-'-I_· ~;.._1 -=-6_----'-A._'=a_,_r-"-'ct.._,, d=-=-'a'--,Lv_· ~ft'-'' '---'' V~,,__. -----------------, {?.av· Ls h Ct. ~e . &LI /:.) . I .:,7. General/ Subcontractor 0:Y-di 0--Y: e.J..4-VC.O N ,:. Building Permit# C:!./t 9 9 .A ?" d C/ DSA# __________________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi --v:asonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --,._..--Steel ,4.,iG __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ steel --Metal Decking __ Waterproofing __ H.S. Bolts --~lectrodes E?/tJ J?" __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other --Specialty __ Other -- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -~K,--'~~,.c~f_V_L __ f!_=;· ,~-.,..;;J,.....v..,.,./_.q_~·n~· 11~' l'---e.--'s~· __ _ /2 (Print Clearly) INSPECTOR'S SIGNATURE eavf: te, ~ INSPECTION CHECKLIST ~Plans ~ Specifications ~Sizes __ Slump __ Air Content __ Temperature __ Unit Weight v?{;onsolidation Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed Form#003 Testin_ Engineers -San Diego, In, 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name __ ,-'--·;-"'1_!5_·tJ_/F!)_X~' .... · _____________ TESD Project# _q_9_"J?_,..Lj_. ¥_:~_,j ____ _ ~ I Address '21/?!J /,-Q rq t:1 Q'.\I /IV, ,/'J /_ ti T;,:J. ( 4 icls o a. a. . ~ ~ o '· L ~I' .. . . General / Subcontractor i;yrq;.,;L r:,,.-1,...q ti C. ..... () A} I Building Permit# e£ (Jtf' o< ~ CJ DSA# __________________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION IN~CTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi 77':pecifications Cs;asonry __ Subgrade --__ Cone: Mix #/psi _[.,_Sizes Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block =z Electrode Storage __ Mechanical __ Grout Samples --Units: Block __ Torque Applied --Electrical __ Masonry Prisms --/steel /7 ... :$"6 __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --Metal Decking -- __ Waterproofing __ H.S. Bolts --~lectrodes .Ef" 7tJJ? -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed .~ Remarks ·-=__,:.=-=-F-""""'.........,i--=........,'""--"---'"--'--""",_,.--=--~.....,,,~-'d-=.J.--=+--'-""--+---C;;L-+---1'--'"--..>,<:,,..-'---:-+...r..L....1-"'.s'--'--I~-:-"'-=-_O'.L...<.AJ:,,,;..t:,~"'-- j /\.~ d ..f V CJj) NIIV e.:c__.( ) {) µ-J s q s GIi CU, ) s; i - r I CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the appr9:Je0:·_elans and · / ; ',!I (; ·,:,, ,.y· j, ~~ ~ ·~ specifications and the workmanship provisions of the applicable code. ·. · n C 1 INSPECTOR'S NAME -~6-~_q-y._-L_~l~f'"--';) =M=a:c-ih~'~-A~e-~"~---wrint Clearly) LJ INSPECTOR'S SIGNATURE_(._=·· .----"';w1'--=-'-~/(-=-_ .,_, _J't_~-~;z,__. -~--'__,_itt_..:;__l'.51_· _--_-· __ ·:,, EARL P. r,.r:qi-;: 7911li .~:. CERT. NO.------------ Form#003 Testin:;;. Engineers -San Diego, ln"- 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_J_ i'~J~ 9 Project Name ____ _,_/7_~ ________________ TESD Project# _ __,9'~_·-Y'-'--'-'-f~-..,.3 ____ _ Address ______ '·_,;J..._v,_'9-_u:_-_~~-~-.f_c~-+'Y-,-~-"'_-fs_,_b_C-t_d ______________ _ General I Subcontractor _____ ~-~----+/_·· ___ 6_n-J_l_s_· ------,--,,.-------------- Gf(..M"'~ i 7!, .. <.e,(d~ Building Permit # ______________ DSA # ___ ___,,__l,,,:;k_·_i.f_tv_~_¼-t, _________ _ Plan File# _______________ OSHPD # ___ /_-__ ~ __ l_t17Ae_· _lt-_______ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --_3_conc: Mix #/psi -:JOOQ __ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete __ Rini: Reba//f:1./-e I '.2-,, 0-C __ Slump 5',S'' __ Fireproofing _}_· _ Concrete Cylinders ·3 __ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~Soils Technician __ Mortar Samples ----Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ Steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --0SHPD __ Roofing --__ Other C&!:!l::.::_ Specialty __ Other -- Remarks w-f-I';>. t 11 dv.. .S CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stat specifications and the workmanship provisions of the applicable code. w~ A--Y1·r!JLt'A1 INSPECTOR'S NAME ----1-~_u:,,_~_,,111'-,"="'"'-=,I',......,..., 1' 1_.r __ .,_v ____ _ I ,)Z~· INSPECTOR'S SIGNATURE __ ---,,"'--~------------/ .~,,,,..,, 1 __ Air Content ~ __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ CERT. NO.---------- DATE c?/(/-U7fb Form#003 Testing Engineers-San Diego, Inc. Date: Job No: Job Name: Address: Report No: Engineer: FIELD INSPECTION AND TEST REPORTS 1/28/2000 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: NIA Permit Number: GR 99-0032 106 Gregory Smith, RCE 26151 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 1/12/00-1/21/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These repo1is do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (10) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 fax [858] 715-581 o Testir ..... Engineers -San Diego, In 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name Fe.Je X::: 1/.:rvi ~f~ /,~vi TESDP~eci#_r~·~r_-~if~~~J~--- Address 2. t.j 'f S-~ Mi V't:t d.:::i 1./ Ji I c~ v 1s b er , Subcontractor~~ u +/ C: a v ,../ 1 s W -e. / J ~a / 7 / Building Permit # ______________ DSA # __________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ cone: Mix #/psi -- __ Prestress Cone __ Base --__ cone: Mix #/psi Masonry __ Subgrade --__ Cone: Mix #/psi ~Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples ----Units: Block --Mechanical __ Grout Samples --Units: Block --Electrical __ Masonry Prisms --_)(_ steel J3t, -c Z Ob .S-tl ~l') 7 '7 I __ Bolt Pull-Out __ Masonry Block --__ H.S. Bolts __ Roofing __ steel --Metal Decking __ Waterproofing __ H.S. Bolts --~Electrodes £ / 0 T-7 { __ DSA __ Fireproofing --__ Fireproofing E... 71 f-B --OSHPD __ Roofing --__ Other __ specialty __ Other -- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. INSPECTION CHECKLIST ~PIMS "- Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight Consolidation + Electrode Storage /-~Torque Applied /.e, Load (Pounds) Thickness ~ _js_ L.!l.. J;z: V' C. ert,,, fs -- -- __ Corrective action required __ Corrections completed ___ the approved plans and Testil . .., Engineers -San Diego, In_. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name J::::e_Je,,v;g, L 8.-·p re..S...9 TESD Project # czq ~ i./¼J Address d't~f__~q:-: ~:r{,411, General / Subcontractor 'l:::63,:;1-·_,__r {!/"" ...... IJ=· r__,J'---------------------------------- Building Permit# L.> J3 CJ 9 il, ?{'-;)_(} DSA # ________________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --___ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons --Non-Destructive __ Rein/. Steel --___ Grout: Mix #/psi --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples -----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ steel --___ Metal Decking __ Waterproofing __ H,S.Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ specialty __ Other -- Remarks CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _ __._b__,-;""",,, _r,,..--:_;;;.l_. ~---'(.=-c~ ,:-.;..tl~a-'---fi-'----'--(,-'!_-,_,,_5· ___ _ ..?J (Print Clearly) .., INSPECTOR'S SIGNATURE _C_-/J.__p,.=-=,_,:c..c,·,,1.,,.."-'1/---"f<~t..,._,'. __,)_~--1---='~-·--=----- --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load(Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ apprpved plans and .,.-·~ A.~.,. ~, • T DATE /-/,jr(rV· I Form#003 Testir.,.;I Engineers -San Diego, In .... 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F £J1 ,F,X TESD Project# qq.-!ft/-/£ Address _...1.<o/l,:;:..·4t/-_Cf"'--""'S:.....__-+F---=-q._.__v...e;.,q,..,..&={"""'a~v'-----'-Jl__,;,_,::t'-'f,~ ____________________ _ (''_g v·L.s 11 ??. cl C'Le - t,/dln!J General I Subcontractor tf V' ;;_;;r / ~ f S Building Permit# L If 9</ £:g-;i_'1 DSA# _________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION IN~TION CHECKLIST Concrete __ Soil __ Cone: Mix #/psi ------~ans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~ecifications ~Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes Struct Steel __ Asphalt Concrete --V--Rini: Rebar i'f'JIJ h -6 iJ __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Rein/. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block ~lectrode Storage --Mechanical __ Grout Samples --Units: Block __ Torque Applied Electrical __ Masonry Prisms --?steel /-1-..J ti' __ Load (Pounds) -- __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking --~-i}£, 1-· __ Waterproofing __ H.S.Bolts --Electrodes __ -, _ 11\-g_ l.. --....., __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD ____ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks -""=::..n.'-"-"--F=""-"=-.:1,;;--'L"--""--""'=~'f-__,;::'d-=-.i.-F-=.=....!~-r-'('_--c....!,!_~~~~~~=:.....+---r=::::...L..1.L..t........:.=.!..il,.Cl.J!::.j:..oJ·<L' a;..)1_1Q Field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise s specifications and the workmanship provisions of the applicable code. he appro~~d plans and _,.· ,·. /. ~· .. ~ . UC 1 -_!;f.'l, f?. f,UJT1.:r:., h:<>>r·-·J CERT. NO.-------------,-:··C<..,';,·· __ DATE---'-/_-~/~·L/_:~-&~~-c')~· _·._._,·--,---- Form::003 Testh.d Engineers -San Diego, lri-. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F Ei D FX q a ~L/_~, TESD Project# -v -1 Address &>t/f S Fcer-d dtjy /4-;/,, C-t-tv-L" f,qc/ . ~, X) I~ /? I J General/ Subcontractor oi 1~ JI I / trtt rys Wfzil[t:!J BuildingPermit# eB qi,i"i",t9 DSA# _______________ _ Plan File# ---~------------OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION IN~TION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --~ Plans __ Prestress Cone __ Base --__ cone: Mix #/psi ~ Specifications __ Subgrade --__ Sizes ~asonry truct Steel __ Asphalt Concrete -- Yaonc: Mix #')!. __ Rini: Rebar·2f16-6 I) __ Slump __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant __ Soils Technician --Mechanical Electrical -- __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD --Specialty Remarks L,A.J..i(. . _._ Concrete Cylinders __ Cone Flex Beams __ Rein!. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Steel __ H.S. Bolts __ Fireproofing __ Roofing __ Other --__ Rini: W.W.F. --__ Rini: Tendons --__ Grout: Mix #/psi --__ Mortar: Type/psi --__ Units: Block --Units: Block --=z'.::steel ll:56 ----H.S. Bolts --~Metal Decking --__ Electrodes !/Jf: --__ Fireproofing --__ Other -- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwis specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __,_~_c--=-a,_,_v; ___ L=--~e~11...,.,..t~q:~"T~J1..=.e...-=5~' ----(Pnnt Clearly) INSPECTOR'S SIGNATURE e~ 1c ~- __ Air Content __ Temperature __ Unit Weight Consolidation / Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness --d.f.:t. -- -- __ Corrective action required __ Corrections completed ___ tl\RL R, rv;e·r,-;~::, 791, ~ ;' /1 -:-CERT. NO.--------,--- _·; DATE~/~-/'-+-J_-_&~~~~,,·---=---== Form#003 Testh . .::J Engineers -San Diego, Ir,..,. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name F e-J J:FX TESD Project# 99·-L/'1(;7 Address O/f't},f' £er //:t?. o/ay f/-d~. Lat II' Ls,.~ .k Ot cl! J e/4.. \ General I Subcontractor @r 4 ,v ........ {_· -;"""'//}~1-v' fS lJ tl tf l \~r Building Permit# (~_/3 9'9: 1 Z:2 C/ DSA # ______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other __________________ _ INSPECTION Concrete -,-- __ Prestress Cone __ Masonry ~Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant __ Soils Technician __ Mechanical __ Electrical __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD __ specialty Remarks ,. MAT'L SAMPLING QTY __ Soil -- __ Base -- __ Subgrade -- __ Asphalt Concrete -- __ Concrete Cylinders -- __ Cone Flex Beams -- __ Rein!. Steel -- __ Tendon (PT Strands) -- __ Mortar Samples -- __ Grout Samples -- __ Masonry Prisms -- __ Masonry Block -- __ Steel -- __ H,S. Bolts -- __ Fireproofing -- __ Roofing -- __ Other -- specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME .&a ff,.__ {;lct-f-h. e..... ~1 (Print !early) .._. MATERIAL DESCRIPTION __ Cone: Mix #/psi __ Cone: Mix #/psi ___ _ __ Cone: Mix #/psi--,-----,---,- _L.. Rinf: Rebar /t7tJt~-(() __ Rinf: W.W.F. ____ _ __ Rinf: Tendons ____ _ __ Grout: Mix #/psi ___ _ __ Mortar: Type/psi ___ _ __ Units: Block ____ _ Units: Block=-,.---- // Steel_,,fl._,,._,.$~6 ___ _ __ H.S. Bolts _____ _ Metal Decking ~,--..,.......,,,...,,...- / Electrodes £,.€ ,;)_,SJ __ Fireproofing ____ _ __ Other ______ _ INSPECTOR'S SIGNATURE ~.< j} I: f!'/ciZib:.. INSP);CTION CHECKLIST _V_ PPlla•ns ______ _ ~ Specifications ____ _ __ Sizes ______ _ __ Slump ______ _ __Air Content ____ _ __Temperature ____ _ __ Unit Weight ____ _ Consolidation ____ _ =z:-Electrode Storage ___ _ __ Torque Applied ___ _ __ Load (Pounds) ____ _ __Thickness _____ _ __ Corrective action required __ _ __ Corrections completed __ _ with the appn:ivl:)d plans and ,;;';,-" ··: -:: btlit.: -~ ... .I ~Jl1'J ...... QC 1 ~~ ~-· .. t : .... V ;, Form/1003 Testh.d Engineers -San Diego, Ir~ ..... 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name FE I)£)( TESD Project # 99 .. s/ t/J Address d L/ 9 5. £q ra cl,t:f fl-,/\ wv~sh;5d &,. ? } , /I ) ,A General / Subcontractor t:r ,ff' q :iC j if (.fl V 'V1 S t, 12ftrr A),p r {, ::::J Building Permit# ($ ~ 9 C/ .J_ [{,J </ DSA # ______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ $oil --__ Cone: Mix #/psi --\........--Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi l-/ Specifications --~Sizes -Masonry __ Subgrade zone: Mix #/psi :Zstruct Steel __ Asphalt Concrete --inf: Rebar E/:.,Z./)6. -G(} __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block L/ Electrode Storage --Mechanical __ Grout Samples --Units: Block __ Torque Applied --Electrical __ Masonry Prisms --._,/ Steel .h/~JG __ Load (Pounds) --' __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --____tL_. Electrodes Ill· ol,. ,:$ A.,-, -- __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other --Specialty __ Other -- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise specifications and the workmanship provisions of the applicable code. _ _.,. . ,LI A r INSPECTOR'S NAME Ka,---;_ re, ,/tu:i_+t,e..s • (Print Clearly1 _tJJ) /,' l ~A ~L INSPECTOR'S SIGNATURE C-£J~ f\ , j/Jl~- -- __ Corrective action required __ Corrections completed CERT. NO.----'·..,.-------- ,,~:~ [; '.''.' DATE~/---~/_'f_~_v_·,~_V._. --=--= Form#003 Testh,.:, Engineers -San Diego, In..,. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name F ff I) ,E' X TESD Project # ~0~-rcJ~--~~-~'1(~~:f ___ _ Address C:1./ 9.s Evttrti'\,, dr:.2 y 11:v.( r!.ov-L .. !' had 1 /:,;r._, General I Subcontractor &rl,l( JJT / rJ?c11i,,-y-Y IA)d'/;· ;J,- .~ £J ,,_, 7 :::JI Building Permit #_C--=-P_.....,tl/'--"7--=J:.=-'_,,,.i{:...,,_"2_,...+ij> _____ DSA # ________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION --Concrete __ Soil --__ Cone: Mix #/psi -- __ Prestress Cone __ Base --__ Cone: Mix #/psi ~asonry __ Subgrade --Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --=z::Rinf: Rebar AJ.c?,0 ,..6 0 __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples --~ Units: Block --Electrical __ Masonry Prisms --__ Steel /1:.36 __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ Steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --/" Electrodes .)/£ J,.;lJ, __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other --Specialty __ Other -- r 1 , • -..J, ~5t.L!T ll:e:J'ofJu ---d~TeJ;l 11/,S{),6 ?/f\U( 71Je .:3&ttrLi£llfJ-t CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise st ted, is i specifications and the workmanship provisions of the applicable code. p . di AA . INSPECTION CHECKLIST ./ Plans ~ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation ;/~lectrode Storage __ Torque Applied __ load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ INSPECTOR'S NAME ~ q V L Jl_ < rlc{;{tt es V • (Print Clearly INSPECTOR'S SIGNATURE (~a A,,,/ (,,__ 01a~~ C RT. NO.-------_ _.- 1 -_/ _ _>.,.,..:· -- DATE /.-fl_ cl'-tlf!l Formff003 TO: Testing Engineers -San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 ----------------- ~LDREPGnT 0 NOTICE TO COMP' 'Y p L -1 L age ___ of ,A__. Date I .,-· J_ () ~-lJC) Plan File Number Project: ~EI}. £ ){ .-• II·--Jl) ee.;:; l 1 , .•. , ·I." J - ~er /1/ e--i . CIJtl ~/'e ... ~1,) sv~ { d s-p ~t;,-::r;; ,· L j .:17/ ,']:[}. 5"". . ~I 1°Mf //2:i /r/J dn t,.}t ... 1_ q ~ V { t!j / {) An de. I -;; ,--;/ .,iT;;; ,' f J 3 /~~.I), 7 n,; 1.;# ./ /u-e. k., "'°"-IO/ SJ 4 K rj_:_7 -·: i .i6/-~ l) ,7 ,. " -- fl. rfd I<~ S ~ p?' ·'< J J...l I r ,,,J Vt,·..., ,... J,., Ir?_.~ ·-h 3/,t/ 77£--/ .-r,:;, dl..e..1a , ( , ·/ . J 1r .J r YI 12 _,, .I~ .:-J-0,.:.,,_,, l1-rn.t' ,-~d Ov-i"IChV-1'<:2_\°: t I I . Form#001 Testh,g Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name _..a....._.....;.__.____.__........,_ _____________ TESD Project# q9 _ ~ ½:? Address --"----+-~-~-~-9-~~'+----"-1/-......... il__._,, _____________________ _ ~ General I Subcontractor ----'-'~!;_.l---"----'-""--""'--IL--¥---~-="""---'=Jl.<Jµ'-". A.J~· ....:0,,1-, ________________ _ \ -Building Permit #.....,..='--.....__"'--'=-=..s.<"'-#------'----DSA # __________________ _ Plan File# OSHPD # _______________ _ Government Contract# Other __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Concrete __ Soil __ Cone: Mix #/psi / ----__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi ~Specifications ~asonry __ Subgrade --~one: Mix #/psi ~Sizes true! Steel __ Asphalt Concrete --"nf: Rebar "'1' ac£ = G.r2 __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block ~ Electrode Storage __ Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms --i.,,./Steel /+ .J{, __ load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --zetal Decking -- __ Waterproofing __ H.S. Bolts --lectrodes Alif.. ~s1 L --__ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise~ated, is i specifications and the workmanship provisions of the applicable code. ~ "'--"' "· INSPECTOR'S NAME __ J::._-:::::-"---'q"'-"_. v~· -=L=---..,/e'"""'e_,....,1...~M_(_;;d!~'-"--· _~?_e.c....;S,__( __ _ ~ (Print Clearly) CE . NO.---------·-·· __ _ INSPECTOR'S SIGNATURE __..e...c,________;f//d'-=+--'-ff-"-'f._y1_vl+-/ -=-=;;:tfu~==-:.::-::::-.:::-_ L \~ t ;; ' _._;:·· DATE/-~/-Cl~vft Form#003 Testir,!::1 Engineers -San Diego, In". 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_/ Project Name Ee/4.ca I E:x-pess Address d f' 9S E.-.:era..efa/ ¼u.1 S fd t:1 o A.J Gc::/2 ~c:tcl TESD Project# _7'---=--9'_-__ 5(--'~-3=---- General/ Subcontractor __ >4-"-"">=..<.>"--'---------------------------------- Building Permit# (JB 99 r:1Br29 DSA# _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY Vconcrete __ Soil -- __ Prestress Cone __ Base -- __ Masonry __ Subgrade -- _·_ struct Steel __ Asphalt Concrete -- __ Fireproofing __ Concrete Cylinders -- __ Pile Driving __ Cone Flex Beams -- __ Non-Destructive __ Rein!. Steel -- __ Batch Plant __ Tendon (PT Strands) -- __ Soils Technician __ Mortar Samples -- --Mechanical __ Grout Samples -- --Electrical __ Masonry Prisms -- __ Bolt Pull-Out __ Masonry Block -- __ Roofing __ steel -- __ Waterproofing __ H.S. Bolts -- __ DSA __ Fireproofing -- __ OSHPD __ Roofing -- --Specialty __ Other -- I MATERIAL DESCRIP~N t.jOM 3 __ Cone: Mix #/psi 00-0 __ Cone: Mix #/psi 6.8 ~ f I __ Cone: Mix #/psi __ Rinf: Rebar __ Rinf: W.W.F. __ Rini: Tendons __ Grout: Mix #/psi __ Mortar: Type/psi --Units: Block --Units: Block Steel -- H.S. Bolts -- __ Metal Decking __ Electrodes __ Fireproofing --Other INSPECTION CHECKLIST --__ Plans ~pecifications ~izes __!::::::Bi ump __ Air Content ~emperature __ Unit Weight ~onsolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ UM ,.pa,,ue/4 ~ 7 1/a.rc/, / Q / c?CIOO /JS T Ca N c re If'? httX: 3 S 1/Po,-r he, ,L/AJCf ro cc.161c yards 6/ocks aj,L- ·ns &,. specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ~A2~,v~-G~ee~/2~~~'/&~Sa,-.--------(Prin1 Clearly) INSPECTOR'S SIGNATURE ......c....d-'--=--'-""--""""~=--='~=;.=-.=.c...c....'~-----DATE/--;? o-:?o O o For1"'11H"l03 Testing Engineers -San Diego, ~ •. c. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _J c;;, I f:5?<· C) y-\..?''-43 Project Name _____ /_'--e' ___________________ TESD Project# ___ 1 ___ -_, _____ _ Address ______ ._,).,,.;;_' <?_c.r_-__ P,'--1._1·0i.._o_rcc,=y,___G_:..,..,._{_,_. _b_· -& _____________________ _ ..... ~ /\A •-/ yJ' General/ Subcontractor f:r1<..P"ryi,;1 F> ouLJ ? 1-f!,,:-~c_J'...-,,V( Building Permit # ___________ --,--__ DSA # __________________ _ / _ /.J 1-..u.,C t..v-....~ 4-- PI an File# OSHPD # ________________ _ G C # t-etf?:t--A.. f''o~t1ihc.e r overnment ontract ______________ _ _____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi ___ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons ___ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi ___ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ___ Consolidation __x_ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage ___ Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block -----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- ___ DSA __ Fireproofing --__ Fireproofing -- ---OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks 1{YY i ~u....-l ~1. ~:H ~:1 S.d..J1.a,,,,_,k.J' by tire, /u-...t. t;,%_/c .,:a ,:>,,,,;;(_ e.,-~.,.__ ~"' fi n~ --fa.3 ]S:.. ' C ,f, hc---J.c fui'.1:J "'-/lA.,n~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _____ /._,IJ_L_,,:;-c,;=_~_--=-,-.,..,~~·n,_'t.,,_1N ______ _ (Print Clearly) INSPECTOR'S SIGNATURE ___ ..,,,./0'---d'~C........:::"'""""d~"'-"'-r _______ _ /y CERT. NO.---------- DATE _ ___,1 /~:..-_~1~/_A_d~~~~~----=---== Form#003 -! Tes\dtg Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ er,. ,-l ~-') Project Name _·__,_fi~~-))-"---'-{:?>(_,., ________________ TESD Project# -~j"""-·/_-_T_,__-'_._41_.:_i ____ _ Address _.,,..CJ"-'A'."1"~1/)'+i ·'T(' __ ·+G_;f111~-+~~-~f'f'--~1-+l_' __ 0_1_l)~_G_\_f:\_t~,i ... _s~t_-;l~\·_D ________________ _ " ¥7... p / General/ Subcontractor __ e:_;;._-'-(1,-/_\_'1\_._·j_._·~-+-/_,__k_~(i_/_;A_)J'-.--______________________ _ 4 Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION Concrete -- __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant --Soils Technician --Mechanical Electrical -- __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD --Specialty Remarks ' _lfln{;,11~;(:)/u, ,,1,ti.J).F-.·1, l._i-,., \·AJ<··1·· ,1:.--,/ MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSP~CTION CHECKLIST __ Soil --__ Cone: Mix #/psi --__ Plans __ Base --__ Cone: Mix #/psi __ Specifications _-_Subgrade --__ Cone: Mix #/psi __ .Sizes __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Mortar Samples ----Units: Block __ Electrode Storage __ Grout Samples ----Units: Block __ Torque Applied __ Masonry Prisms ----Steel __ Load (Pounds) __ Masonry Block ----H.S. Bolts --Thickness __ Steel --__ Metal Decking -- __ H.S.Bolts --__ Electrodes -- __ Fireproofing --__ Fireproofing -- __ Roofing ----Other ___ Corrective action required __ Other --__ Corrections completed ___ /<'J • !'7:_-c- \ _.,, ' ·1··11 !)0.lfr-f' L, ,_ ,.,I ,., r-, ~,1-v ' ' • :.1---'r\ ,,.-,.-·'?1 ",'/ "1 I, 1 1., I.• Field Representative #--+'·.....::::~~L.J.o....J..c:--!--:::.,,,,.,......\-M~~::::::::=~:____ I CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported w less otherv)is,state , is in conformance with the approved plans and specifications and the workmanship provisions of the applicable ""-, CERTNO.---------- DATE __ /~~/~f_/_'1~7--=---= Form#003 Project Name ·'fe cl (? K Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of --l- TESD Project# qq-~°<./ 3. Address -fi;:v'Gcla0 General/ Subcontractor q_;"'"~i /T~~k c.J...,.. Building Permit#_(j, µ g_t(~ a,._a_!2._q DSA# ________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar AG,;,) A-xi-__ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD . ,_,,,-,-__ Roofing --__ Other __ Corrective action required ___ ~Specialty ~~ ... v __ Other --_·_Corrections completed ___ ~emarks ·r.n. b ?cu:+ecC +hf coo, K 1e.. J':eu'-h,,,c '6 ::-,;!:« ( _ , ... /ll:L, l {".i ~ti;..) i:_ -k; ~,... +L. ¼I - /ot,,J,b :h\+ Yf> Frc-( QJ j\._;/.(.1._ C:A._ id,,; 'KL .J.~wu k~ .;.2-J,:)_l,;i.-12> CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -"a""""'~..::...r--=o==-v..;:o....;c=~ .... V\,;..,,....:.V\.--=...,_~--~,...;::=..e..='--"'<__,_,_,'---___ _ (Pnnt Clearly) INSPECTOR'S SIGNATURE._.., J~,...JP"-'C""'"J_._.U,..,.~"-"""-=:c.;:::,..--"-''-=-'--"'-'-,4.<.l'='""'-~--- CERT. 0 _ Si'-118 DATE /-;).-9-CZ''9 Form/1003 Project Name ,hcl e X: Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _(._ TESD Project# 99-44 3 Address J=cv•c..d/ CB General / Subcontractor Qy a ..... -I-I .Tv,· ·r It. s:k • Building Permit #C l1, qq _ ,Le as DSA # ________________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar .44:,;~; /471-f .... __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. 1 __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty ~.i--.,,..--__ Other --__ Corrections completed ___ specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME G /OYA t') Pl,' t a vo.v. l,n C (Pnnt Clearly) --,-- INSPECTOR'S SIGNATURE • ....,, k,VlA...A-&::::-: ·:: C,~ Si418 CERT. NO.~~~~~~------ Forml/003 ., ' Testin~ engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name ______ -j--e"'-........ -~_-....:..~-=lft:~ _____________ TESD Project# __ C--~=fi'.~,.. ·_._. ~c/:_l~k-_=·1 ___ _ ;J 1-l'n r--.1 C ;· I Address ~~ \, ,....;:, fc::? ~o. q,-,l o,-,..-s. 1:1~·< c,( I, General / Subcontractor ____ G_;'_V(._._:i·_n_;r_· ...,;/'--. ___ l_J .. e.x_2_,f_· __ Cci_1_c:i._8_+_· _&_~_~_'7_,z.._~_-_;_v/ __ Q_. _, _________ _ Building Permit # ______________ DSA# __________________ _ Plan .File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone --Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation -X.-soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage Mechanical --__ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed Remarks r:-i_,1, '•ft, / Si-( pt?;· I r1" /-end-I? n r . ~r..e J J / ) 7 AU=-,,_ Wolf I ~g frir,c -A,,.~ • /4,,_ s· -<? c. -/e?-1 t-1-; e $1; fr t,kt// I 2 i j \ j r---.. \ I Field Representative # 1 le) · "-/ __ ),\J fv,,.----· { .,/ \ \. =-.. -----· ,. --·· . . ... --· CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise sta\~t is }\conforma:n9~ _witH the approved plans and specifications and the workmanship provisions of the applicable code. ',.,__ ·., .... '·.. '"' INSPECTOR'S NAME ____ _.,(2._L_C6i____,,-e.,,...,.~~:Z~.,....-'-A_i1"'"")'_;D_L_/_AJ __ _ (Print Clearly) INSPECTOR'S SIGNATURE _--r_.,~~-~-v1...----~----_____ _ CERT. NO.---------- DATE __ /_o-1-+-,f-~_7~/_, 9_~~1-~== Form#003 \ ·--' Testiny Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name ___ __,.&13;'--_?XJ ________________ TESD Project# __ Cf._.'?_-_'-fJ_!.f_1 _..$.__ ___ _ Address ________ :Z_\/_a_1-~_-~_~A-~----""t-·( __ C_·,_v't-_l_s_b_~_c~-------------------;;, C,-· . ./... /. ~ &"I ~e,,4-. General I Subcontractor _ _;&,..,..-,-"-'-•·-c.rtV-=--'-_ _,,_, ________ .. ::....::, ________________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete __ soil --__ Cone: Mix #/psi --__ Plans V -- __ Prestress Cone __}!LBase -1-__ Cone: Mix #/psi __ Specifications 1,,. __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation -f',-Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage __ Mechanical __ Grout Samples ----Units: Block __ Torque Applied ' __ Masonry Prisms --Electrical ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing ----Other __ Corrective action required F~~~y __ Other --__ Corrections completed ltYllb'4l d>/ Gk~ . €4,...,;.,_..;: c.:~1 ~r/' (.6~,d Remarks .S:r..NJ..d!.,...,__/~ c;:,,.,_./ n.v'-w/lX. £,...,,.,1,,,(~ }<>· (5tb t Ww " 7,-v Alla,-... /3/~'e:,/(. tvl:Jtf -~,Y-:. h ~"1} ~ C/4.:.,~ N;-CA. w /f'IJ--~ Ci.tL (;/'If b,-~ (f':$;6{;.j f'n. "t-<.., ii~ l,;nt)!,f ~,( ~ ,..e-p..,1/y/4,'J tpl~ zit%. ;e,¾//(l.;,( P'V J>l<W JI,,, ' I s-'1-R-c.4"' hi Ai c-<. N..jf"""I-IN 2. ~(_..-,..-,,..,..! /c,,:Jl--e.J c:;;..,,,f t¼ C/)V'--"'t--J. ·-h-N'°)"I. S fr,,~vt.t:1 -~7)i..0....;, . ·- specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _--;!/¼'---_'-13_;{._,_Ai~~'ll~L-o\/ ______ _ (Print Clearly) CERT. NO.---------- INSPECTOR'S SIGNATURE ~~- / DATE_"'--/_,_vf_·~-9,/'--'7_,_J_-=--c "f-Forme003 ·'\ ) Testin~ Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_L Project Name ____ ..a.."fea_._,ex_-= _________________ TESD Project# _Cjq~-'-·1_-_c.f'_l/J_-3 ____ _ Address _______ &_cf-_9_J ___ ~_--_-r _J,-0---(__~-<'_~....,,.y __ G_-_·? r_fs._J,_c-c_.£_' --------------- / General I Subcontractor ~,__--Arv/ / W~ <:.-cFi'ls-T G-84 Crh:s'{: Building Permit # ______________ DSA # _______ ___;_;_-_Sl_""'_,__P_+-,fn __ t-_ro_1_h--__ _ Plan File# OSHPD # _______ 1 _-_t_,,_,e,,;_~----,,----=---=-- ,-pl~.,/<.. G(.fy,,tjJ"'c]f,v Government Contract# Other ________ __,1,--..,.,0,.,,,~°""•""-A=1,,--. _1;-6(!JH.c----- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone --Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation ___LL_ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed Remarks ---"rr:_.-'-r_J_t~_·e_,1_? _tf._'1J-'-_S_71-(_' __ 0i._,g,_, _s:_c_A_1~_i:·_f ,;.z_lec-_,1 __ .6-_+/--·fi_1_(>1 __ .S::-_'--l....,/»'--·,_•·1_,,_· -le_'_,-d-_"'-n:1_, __ c_""'-"_-f __ °"_'>1._n_·_n_"~_P __ _ 8/rlll/:. hb...(.(J /f,3 C--rJr-.dvore,fi '· ,; c:i..,../-·6"/e f;;E far--t ,,..i t,y tJc,t/ 1Tj3 V Field Representative #_C'--1-+~~----~~------ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise sta~ , is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _______ /u_"_Gc._n. __ :?'ln.7_m_·_,N ____ _ (Print Clearly) CERT. NO.---------- INSPECTOR'S SIGNATURE ____ /:_"-:T'_~ ________ _ 7 DATE __ I_YJ'_~_/7_7 ____ _ Form#003 '\ Testir1g Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of i ---- ~,/G,-,1:./· 00-Lf'i..i "< Project Name --~1-~--~ __________________ TESD Project # ---~...,___, ___ '-'=--- Address --------=d=-4,_'C....:-7:_~s_-__ ro_n_-:::1_c_lCi_-<'-.<-,,,,,.-,--__ Co_-r_ls_h_c._,c....::)_· ---------------------- General I Subcontractor ____ G-_r~_-_A_C71_..;_T ...... l'--_?_u_'e_·_~ ___ e-0_· _A\_._"ifi_· __ ... ("-'/1:....:: "C-"1V:::..~'---1 , ________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi _____K'._ Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ Steel --__ Metal Decking __ Waterproofing __ H.S.Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ specialty __ Other -- -Remarks ,,., 1 r,1 .. tt__J} th.. n;;:fr::_ t /c;:;:-f-. ~ --(4~ ..s;: Ir ,:.,_:f-/i. po r-/4 ·~, 7 {/ 6·. .. /nC'\ hc.uie. ,, l-v1 ft, ;.,1uf<_ ' b J--/(, /I Field Representative specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -------+J_U_,0-fbt~="'(__:....,..,....__,_~_1D_L_t ;J __ _ I (Print Clearly} v INSPECTOR'S SIGNATURE ___ -,,G~---__ ~_L---_v-=~------ / --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ A llc,,.., -1::, li·c.lc. 1-d.iUI ·o; E:. S,ft _ 7¼ bl'zcl:: .l,otf?.,'l r"c/" ,,,,..,,.'-:'.S the approved plans and CERT. NO.---------- DATE_/_cYf"~7_2.:_c_//_~_\o~l ~- Formff003 j Testin~ ~ngineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name ----'-Fed _ __,~'-· _______________ TESD Project# ___ 9..__._C/_-_lf'_y:(3 ___ _ Address _______ &_'_i.p-qr ___ f-T::<_· _~_a._,.,,---Que_·_:_s_l,_ac_P _________________ _ General/ Subcontractor G;:;-o r:._f-/. tJ>Jr G.lr..s·f ~ Cm·fr · & -;,c,_,,,-e§ t,· f7 Building Permit # _______________ DSA # _______ 1_· _-_-.s_t_1·_«"_,_.:e_-+-h'(J-'--·,_' _,..,._at_µ._., ___ _ ! Plan File# OSHPD # ______ l_-_ _,¥t---.-c-~ke._,,--,--_____ _ I -_l~ic; ie. Cc-:,~"?f77V Government Contract # _____________ Other -----------,;1-· ------,'-'f;...,,,,.,,4 .... __ ...,fcr---fi""'V,..,.i"""t-.--------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon {PT Strands) --__ Mortar: Type/psi __ Consolidation _A Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes --__ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed Remarks /iaJ /0 ti' I. ti Field Representative specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ------t}_...,_o~---,,,;---=~-=---.-./m4 __ ';;b_~c_1,v_· ____ _ ( (Print Clearly) INSPECTOR'S SIGNATURE __ ---,,,_,/0_~~---------( CERT. NO.---------- DATE {/3174n Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of J_ Project Name __,_&:,;:-=-ii_ ...... '/.-'--______________ TESD Project# -'<t_Cf._-_4A~~-(? ____ _ Address 0,,t.J'1S: ~ w-i..... C~ftsAJ> r'AA~ -;---I General / Subcontractor __ u-r_v-._1-,v _ _,_ ________________________________ _ Building Permit # ___ (!...,(b.,_"1,~q~z,-~_2_j~ ____ DSA # ______________ _ Plan File# AJo N lz_. OSHPD # _______________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION ~ Concrete (t R.,e,,81!/( __ Soil --__ Cone: Mix #/psi __ 1-conc: Mix #/psi ~ __ Prestress Cone __ Base -- __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel Asphalt Concrete _J£__Rinf: Rebar&~ C,,O __ Fireproofing ~ Concrete Cylinders _a_ __ Rinf: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon {PT Strands) --__ Mortar: Type/psi __ Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ Fireproofing --__ Fireproofing --OSHPD __ Roofing --__ Other __ specialty __ Other -- Field Representative CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise specifications and the workmanship provisions of the applicable code. INSPECTION CHECKLIST ~PlansM~ Specifications __ Sizes ~Slump ~ __ Air Content _L_ Temperature J.2 ° __ Unit Weight _Lconsolidation v~ __ Electrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed '-----~"""'=-~ v,,..~_j-------- lNSPECTOR'S SIGNATURE--,_,_ ____________ _ DATE __________ _ Form#003 Testiny Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_ofX Project Name __,~'--""'--=--_,_· lX.-=-________________ TESD Project# CJ1-L-/C/ S Address :zt...fqS--~b~ General I Subcontractor _~&f?-=---'AM~~-~'------------------------------ Building Permit # _ __,_Cfs='-"''---'-i-""'--4'i'-S<J18::.,:...,,..,.,2;=8_.__ ___ ~DSA # ________________ _ Plan File# f.1!JNf£-OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Concrete f{ k/Jp,I(_, __ $oil --__ Cone: Mix #/psi --~ Plans ,4,fft./a;v(..J) __ Prestress Cone --Base --_.)J__conc: Mix #/psi~ ~SpecificationsA.J>~ __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete _LRinf: Rebar~ __ Slump __ Fireproofing ~Concrete Cylinders ~ __ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied Electrical --__ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- _· -OSHPD __ Roofing ----Other __ Corrective action required __ Specialty __ Other --__ Corrections completed ___ specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ~. ~ INSPECTOR'S SIGNATURE : =--~ / =-=-=-.___ ___ _ DATE l -t./-t71J Form/1003 .. Testin~ Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_~_ Project Name__._~_· -""--_..'X,_,,,__ ________________ TESD Project# ~9_9_-_q_C/_5 ___ _ Address 2.t.../'JC" ~ General I Subcontractor _C/h4SC __ ~-~--------------------------------- Building Permit #_e-:,A-"----":t"-'?-.... ..28"=<-"-"'.9.5=-'-$1--+-______ DSA # ________________ _ Plan File# ~ OSHPD # _______________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _J{_ Concrete a_A/j,<llL --Soil --Cone: Mix #/psi __ ~Plans AJ>-1)-~ __ Prestress Cone --Base --~ Cone: Mix#/psi 'JGCJCJ ~Specificationi:~ __ Masonry __ Subgrade --~ Cone: Mix #/psi ~ __ Sizes __ Struct Steel __ Asphalt Concrete _K_Rinf: Rebar ~ _}{__slump lf __ Fireproofing --K-. Concrete Cylinders ~ __ Rini: W.W.F. __k_Air Content /.I /24-- __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons _.k... Temperature 7~~ __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~Consolidation tJttf~ --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes ---- --DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other ~Corrective action required ~ __ specialty __ Other --__ Corrections completed ___ Field Representative specifications and the workmanship provisions of the applicable code. s /:,tJ:Ba 7..:t & CERT. NO. ldo ~t!J7'3t/fAf,.,.-BS- DATE ~S--CJO Form#003 l Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L -Project Name ~?R(/4,s-S' V ,f/(-{ ~ 't:1,</ Address _.......!;}..~tf__,_9--=S=--J_h_::..~.:..c__~!?j{'-F---'1_C._.-t:,._/t,.-=-lj-;(>,_k_1<"J)_·_.,._~_· _. _____________ _ TESD Project # ___,_f----''7'--------'~'-----o/.-J' ___ _ General I Subcontractor G~,,.;r-u;r m I Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION ~Concrete __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant __ Soils Technician Mechanical Electrical __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD --Specialty MAT'L SAMPLING QTY __ Soil __ Base __ Subgrade __ Asphalt Concrete ~ Concrete Cylinders er 4"4:",.1_ __ Cone Flex Beams __ Rein!. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ steel __ H.S. Bolts __ Fireproofing __ Roofing __ Other ___ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Cone: Mix #/psi __ Plans ______ _ __ Cone: Mix #/psi ___ _ __ Specifications ____ _ __ Cone: Mix #/psi ___ _ __ Sizes ______ _ __ Rinf: Rebar ____ _ __ Slump ______ _ __ Rinf:W.W.F. ____ _ __ Air Content ____ _ __ Rini: Tendons ____ _ __ Temperature ____ _ __ Grout: Mix #/psi ___ _ __ Unit Weight ____ _ __ Mortar: Type/psi ___ _ __ Consolidation ____ _ __ Units: Block ____ _ __ Electrode Storage ___ _ __ Units: Block ____ _ __ Torque Applied ___ _ Steel ______ _ __ Load (Pounds) ____ _ H.S. Bolts _____ _ __Thickness _____ _ __ Metal Decking ____ _ __ Electrodes _____ _ __ Fireproofing ____ _ Other ______ _ __ Corrective action required __ _ __Corrections completed __ _ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and CERT. NO.---------- DATE_._/_1--__ /_/_,_~/_~?_· __ ~ ' Forrn/1003 \ \. Testing Engineers -San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 Project: Fed -e >< 0 FIELD REPORT 0 NOTICE TO COMPLY Page _ _,_{ _of__._/_ Date ,~-13 ~-9C? Permit Number C [S. qc~} -,2 8;iC1 Address Form#001 Testir1_ Engineers -San Diego, In_ 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name 7!,,..~Lu, ,./ e ~a, ...... s: s: i/« a ,5/4.6!,,,o TESDP~ect#_f~~~~-~-~~---- Address dlt/9 5-J:,u4 /4rf ~ &u·b'A,u/ General I Subcontractor &-t',:,._.,,.,.-f-C-:0 .sJ I BuildingPermit# &~ 9f-ao3..::2.. DSA# _________________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION _.JL_concrete __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive __ Batch Plant --Soils Technician Mechanical -- Electrical -- __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD --Specialty Remarks 51, cu.v -"'-& I MAT'L SAMPLING __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Reinf. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Steel __ H.S. Bolts __ Fireproofing __ Roofing __ Other QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --__ Cone: Mix #/psi ----Plans --__ Cone: Mix #/psi __ Specifications --__ Cone: Mix #/psi ___ Sizes --__ Rinf: Rebar ___ Slump --__ Rinf: W.W.F. __ Air Content --__ Rini: Tendons ___ Temperature --__ Grout: Mix #/psi __ Unit Weight --__ Mortar: Type/psi __ Consolidation ----Units: Block __ Electrode Storage ----Units: Block ___ Torque Applied ----Steel __ Load (Pounds) ----H.S. Bolts __ Thickness --__ Metal Decking --- --__ Electrodes -- --__ Fireproofing --- --__ Other __ Corrective action required ___ --___ Corrections completed ___ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and .:re '1 CER~NO.---=-----'=--'------ DATE~/~Z~-~c_d_-_?~/--::---,-= Formlr003 Testir . .., Engineers -San Diego, In 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name __ fi,_.,....._ ... d .... e .... c_.,.,._·· .,_/_E~Y"'"'1FC·Q ..... t~·e-=s·~s-~v._<;,~o'--~_s~'t-~'-'=J~/='o""" ..... '--_____ TESD Project # __ a_,_7_,q'-_---'L.f,_~"""· ;__g_· _____ _ Address ___ ...;d~·,_c:..L/.L9..,,,:.s,<!.· _--J.-r,:....C,,=t..i:Cwaa-<,;Llc.!,!,!1'4------------------------------ j General I Subcontractor _ __.(:_-,.;,__,· t'c...1,..,_•,,,,,,..nCL.Li__.C,_.b'/1=-=-..._.s'""'T _____________________________ _ Building Permit #_ ..... (~,,__,_'f<.,.___,9.__._9---=-<Ji-=-(J.-=~'-"o2=-----DSA # _______________ _ Plan File# OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION __Lconcrete __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing _· _ Pile Driving __ Non-Destructive __ Batch Plant __ Soils Technician --Mechanical --Electrical __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA __ OSHPD __ specialty Remarks (Ac (1' 1-+:o .,./ tr () tt .,,_./ 4- Cc.,,,.-yz £,,,,.. »? .. ,~ <c . MAT'L SAMPLING QTY MATERIAL DESCRIPTION __ soil --__ Cone: Mix #/psi -- __ Base --__ Cone: Mix #/psi __ Subgrade --7eonc: Mix #/psi __ Asphalt Concrete --__ Rinf: Rebar .4 (a/.fi:/ A7~, __ Concrete Cylinders --__ Rinf: W.W.F. __ Cone Flex Beams --__ Rinf: Tendons __ Rein!. Steel --__ Grout: Mix #/psi __ Tendon {PT Strands) --__ Mortar: Type/psi __ Mortar Samples ----Units: Block __ Grout Samples ----Units: Block __ Masonry Prisms ----Steel __ Masonry Block ----H.S. Bolts __ Steel --__ Metal Decking __ H.S. Bolts --__ Electrodes __ Fireproofing --__ Fireproofing __ Roofing --__ Other __ Other ·-- fl /,r, CC:,M e// f- 8-\ " e-m fl ,.o, ""f I A) CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state INSPECTION CHECKLIST ---L.-Plans ___. Specifications ---=::::::_ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- --- __ Correctiveactionrequired ___ __ Corrections completed ___ Testh .., Engineers -San Diego, Ir. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _J_ Project Name -h-,./4x>;:JL ~.eS s 1/4.1167lt,77cin Address o2f9,.5' £M;;d'!/~ l}uj_c;bc~ C4 TESD Project # ___,_C/~i-·-_,f_,f'--',,,_,_3' ___ _ General / Subcontractor blfA11/ {!IV2SZ-: Building Permit# CB 99c2,Z:J<J DSA # ______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTIO~ rc . MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST /c i:117 oflCIJ?j __ Cone: Mix #/psi ----5f ns &1zE ~J~-/._ __ Concrete ~&..E"t.-ff/o.:S __ Soil ---- __ Prestress Cone __ Base --__ Cone: Mix #/psi ~ecif&ons~tlffc/ __ Masonry __ Subgrade --~one: Mix #/psi ~ Sizes -k£ £. __ Struct Steel __ Asphalt Concrete ---1L_ R'.nf: Rebar l)C,,L 5;1Rt'o __ Slump __ Fireproofing __ Concrete Cylinders --__ Rmf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weigl1t __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes --__ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --/ Other #Z{Jt-/J;:,6/il-J~ __ Corrective action required __ Specialty __ Other ----/':I/A'd!/l ~C:)' __ Corrections completed (/ Field Representative #__,____..,"--~~:...:..:::...,.__¼--->'et==-~-"--"-"-""------ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAMfa 5p=-"/ff'"E.& 11 fiol?ES (Print Clearly) CERT. No.lC6o'1f. /Oc2., 71/3-8'8 INSPECTOR'S SIGNATURE ·¥£?2,1'.1~ DATE /2-.,}J--99 .. Form#003 Testir . .., Engineers -San Diego, In 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name Uc4:f.&aJ. Ex(itf'FSS //Att 19';71JT1,;11 Address o21./90: tiJR&IArf /) I/ £:1 Catd,5 AAc4 Lil TESD Project# ~</~9-~ J/-~'.f~,3'------ General/ Subcontractor ..,,G""'..,-"-'R'-'-0+'0'-'-+T-· C'-'""0 .... 11,..,_q""r'----------------------------- Building Permit# CB, 99 :2 f? ;2q DSA # _______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION h . MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST t/ I? I=. 17 R. /n.S p, __ Soil __ Cone: Mix #/psi ~!ans &/11.t=.t.U. £.,(.. __ Concrete :.it /(13 ---- __ Prestress Cone __ Base --__ Cone: Mix #/psi ~cificatio~s~ 11:1e1 Jg;j __ Masonry __ Subgrade --__ Cone: Mix #/psi __ S1zesflzy1/c(IJCc/ __ Struct Steel __ Asphalt Concrete --~R'.nf: Rebar fJ6 l5p e,· 0 __ Slump __ Fireproofing __ Concrete Cylinders --__ Rmf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds} __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --=.zother Al Za ~ Q!l. 6. Q __ Corrective action required __ Other ~Is. 0 __ specialty --__ Corrections completed __ specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ·,) 1cjllb92 /J Ro;; E: s: (Print clearly) INSPECTOR'S SIGNATURE ¥1 7';:f/4,, ,ta - 'fr J.1cfi hS-7 CERT. No/CSo· 70,277 /3-88' DATE /2-,;2·2-99 , Form#003 Testh . .;;1 Engineers -San Diego, In . 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name frcleR r;---l_ K;kjLlfE g:_ 9 //4-tZ'--)7)-z:;;2 IQ Address o?//,cz-5--bveA~ Ii .!IFj, UMLs: /2ecl; Cll TESD Project # 9· 2-1./ J./ 3 General I Subcontractor 8.aacrJ.:t , c1n1,,cci= Building Permit #{:t C/C/cJ 8' :2 C/ DSA # ______________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ IN~TION MAT'L SAMPLING __ Concrete -lf-; 0 / __ Soil __ Prestress Cone __ Base __ Masonry __ Subgrade __ Struct Steel __ Asphalt Concrete __ Fireproofing V Concrete Cylinders __ Pile Driving __ Cone Flex Beams __ Non-Destructive __ Rein!. Steel __ Batch Plant __ Tendon (PT Strands) Soils Technician __ Mortar Samples __ Mechanical __ Grout Samples Electrical __ Masonry Prisms __ Bolt Pull-Out __ Masonry Block __ Roofing __ steel __ Waterproofing __ H.S. Bolts __ DSA __ Fireproofing --OSHPD __ Roofing --Specialty __ Other QTY MATERIAL DESCRIPTION ~Cone: Mix #/psi ~So O ts.1 · __ Cone: Mix #/psi ___ _ __ Cone: Mix #/psi ___ _ __ Rini: Rebar ____ _ _!j/J__ __ Rini: W.W.F. ____ _ __ Rini: Tendons ___ _ __ Grout: Mix #/psi ___ _ __ Mortar: Type/psi ___ _ __ Units: Block ____ _ Units: Block ____ _ Steel ______ _ H.S. Bolts ____ _ __ Metal Decking ___ _ __ Electrodes ____ _ __ Fireproofing ____ _ __ Other ______ _ INSPECTION CHECKLIST -/ ..,... . ; ) 1 ~j?-lans · . (/ ~§Pecifications · • '.1.-- ~izes d:ffl({i,;4-/ , //If / __ Slump % 01lt,L,,L __ Air Content ____ _ __ Temperature ____ _ _yi,tit Weight ~Consolidation ,~ __ Electrode Storage __ _ __ Torque Applied ___ _ __ Load (Pounds} ___ _ __Thickness ____ _ __ Corrective action required __ _ __ Corrections completed __ Field Representative #..,_-o"lr'b""-'9;...t-""-"'t::---+'--""-'---'----"-'f-------.,, CERTIFICATIOJ:,.I· OF COMPLIANCE: All of the observed work, unless otherwise st ted, '\ In conforma: \ with th~,_:i'roved pl~~s and specifications and the workmanship provisions of the applicable code. \ sS. IJ. e 1 !jt /_1c-¾'-;; 7 CERT. NO. /C/3 o-lrla~ 77/3 -~ fr INSPECTOR'S NAME ~ -Z-.6jlllu1 11 t:jo & £ s· (Print !early) INSPECTOR'S SIGNATURE ,xi~ t ~ DATE &, ·-o) 3 -9 9 Forrn#003 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_off Project Name -----f?-r:~~/J<-.§<_' _____________ TESD Project# __ °fl:~-_L/c_lf_3 _____ _ Address --------"'J(::;..s___,_lt_·a_1~_-· ___ ~_k/2_"'6_.Jc._v-..,,_/_· _G~~-=---""-· .:.:c....c.a-J::;;.__· ______________ _ 7 General I Subcontractor---~-' C_,t_rv._t-,-/_\ __ M_,,_i'ZJ_~ f-_· __ w_a_~-_-f-_6el_ier,_· _._U_-ht._f:,,t_:·.._ • _____ /_-__ -n_'_,."_11,,_'t'.:_i..,,,''J1~·---- / ~ Building Permit # ______________ DSA # ________ __;_J_-_·__,/:'--~--k __ t..-c_7::yz __ 1e_,::f_-i:?l_-·_ Plan File# OSHPD # ________ 1_-__ f:_·k_l _d,_~;,,,,_n-i __ i-c_t_l-?-__ Government Contract # ____________ Other __________ l_---__ "_r;,\_"_:k... __ k_:~_, ___ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation .)!_ soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage __ Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks · . f/fJ.eJ'J Of/ ~ cg .s:::kie.,,;,'lvJ.:,_J) O'-r-ti, ("){ Cv OiJ :t z. q.fvc,,.i;f.,' irs\ v'l'n1 "fN2. SE--0t-1,w,,, r•Mi111~ Pvc &c'-Ck · · -- t •J \ Field Representative # / '" (v\/1...,,...____, +---j-+-1-"-""":::..:::..""---'k----,<----',-->-!...C..------'-- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise st ted, is in approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ___ /<_i~-~-~--'-jtn-="'T7i..,..,,.,..L1...,..I/,--_____ _ (Print Clearly) INSPECTOR'S SIGNATURE __ .,,,_~ ___ "-t---i.._~_A.--'13_·-__ --_-·· __ ~-----,, / / C, T. NO.------------ DATE_i~/_1_l_~_D_~c_/ ___ _ ~ Form#003 \ Test. g Engineers -San Diego, 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT • ,.,. /f Page_1_ot_f Project Name ________ :fc<~· -~€_€: __ ""_~--:,-(2>_,uf _______ TESD Project# _________ _ Address $? W u-r,u:,.... o/1 Or,~ VVt.?..:,y i...-fa~ ~Y, ~ General I Subcontractor ______________________________________ _ Building Permit # _______________ DSA # ___________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --~Soil _2,_ __ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Correctiveacbon required __ specialty __ Other --__ Corrections completed ___ ]-P-~ () ,-L-I Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. "!7:Ye'lt 1--... ~,. ,J INSPECTOR'S NAME------'-~---~-=,;/_\ /l/f-"'/'---i;v_v _____ _ (Print dearly) CERT. NO.---------- INSPECTOR'S SIGNATURE _____ /"'----_~_.,-'---_(..·, ____ _ 7 DATE_~ __ r)_¥ __ /...._,~1/1-----=--= Form#003 Tes 19 Engineers -San Diego, .c. 7895 Convoy Ct., Suite 18 San Diego, CA92111 INSPECTION REPORT /-Page_1_of_/ .1-1 q __ fl\. ;;'J, Project Name ~ G<'fl,W~' Vai'\. S·R·, TESD Project#------~-=-"~---/ Address ________ i:Q_cpq:_7,S-__ ~Pi-~_.{A.';..£; __ ~-:--r---.-r-~-' _L,U'.'._(l_&_b,_°4'_..C_~ _____________ _ General/ Subcontractor ____________ ~-------------------------- Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION Concrete -- __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving --Non-Destructive --Batch Plant _2!__ Soils Technician --Mechanical Electrical -- __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA __ QSHPD __ Specialty Remarks MAT'L SAMPLING QTY MATERIAL DESCRIPTION .:b:_soil l __ Cone: Mix #/psi ---- __ Base --__ Cone: Mix #/psi __ Subgrade --__ Cone: Mix #/psi __ Asphalt Concrete --__ Rini: Rebar __ Concrete Cylinders --__ Rinf: W.W.F. __ Cone Flex Beams --__ Rinf: Tendons __ Reinf. Steel --__ Grout: Mix #/psi __ Tendon (PT Strands) --__ Mortar: Type/psi __ Mortar Samples ----Units: Block __ Grout Samples --__ Units: Block __ Masonry Prisms --Steel -- __ Masonry Block --H.S. Bolts -- __ steel --__ Metal Decking __ H.S. Bolts --__ Electrodes __ Fireproofing --__ Fireproofing __ Roofing --__ Other __ Other -- .' ()d .m-?\ e) ,,Joh.n C.blu,'?:\. W 'Bh:llrt 2-2-i ~~1r..Jf>·· ~ · , u..1 tutf.f b.Ji. wt1-b7 ef: INSPECTION CHECKLIST __ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ W tr· f~rr.;frv Af, ~~~Re~1ifative #-----,,-------------- Ah., , ~ ~ ~ t-v-c/2,/c j / FVLG Y >7'YII -f-c,.;fi,t.v~ lt/21 'fr CERTIFldATION F COMPLIANCE: All of the observed work, unless otherwise staled, 1s in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _____ ___,f2-'--=CC.~,·8rc_~....,,_pb_'\..~7v_rLc_AJ __ _ /(Print Clearly) CERT. NO.----------- INSPECTOR'S SIGNATURE __ -r-;fdy+--4'--=-V\A_-__ · ______ _ 7 DATE __ /0~_/2_tf_9_? __ _ Form#003 C. > ' { Tes\ .. ,g Engineers -San Diego, ,.,c. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT ~ Page 1 of \ ----, Project Name ___ futgc.__, _________________ TESD Project# __ 5'--1-tl_,_(_-_~_ ..... 3'----- Address _____ ")4q_~t( __ --+·f½--~~----------------------- /',IJ ,ll...A.......--I -r".'.: / '; General I Subcontractor--"""'~.__--'------'---__ -oJ-'\._· _D1U __ b_~_( _____ is&f2~· __ 1>-'---~· __ ·::,_7 _··-----'S_'~--1--v-f~1...,..,..,_l-_,.M±---'-iu._'k.-"--1,-J_iu.X r ---r-s u i Id in g Permit # _____________ DSA # ______ ~f-_w_~_-__ TI ..... Vv_'-e.(___,·_· ___ _ Plan File# OSHPD # _____ ~~~--!)~_ .... _______ _ Government Contract # Other I-u~ ~~ I·-<" L -,,.. '{· INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION l~~~~C'1;9~LIST --Concrete __ Soil --__ cone: Mix #/psi --__ lans (/"'¾.,, __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation ~ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms --__ Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --0SHPD __ Roofing· --__ Other __ Corrective action required --Specialty __ Other __J_ __ Corrections completed ___ Remarks frx· ~ 11r--Sn.k ev;: (5.;.-.cJ__ ·:fu, ~ faCfnM}pv-~?'.'3:i'"-~ fAJC'\{CtJ a--fJ,&'»°'j 4y ba,vn-. ~tM ~ul f4v>\ ¥:5 _ '-f-t-..lv ·it) /(;;-ts; ,')Vi-w\ of~ ~ c h • s ,,._.,._./I.,. ~ ~-t ~ ~-4t. -lvlAe-'t, CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stat~d. is i with~ approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _ ___,t<;_,~ __ _.._~..,,,,.,.-;:;ro=-l.(,..,..tJ ______ _ (Print Clearly} INSPECTOR'S SIGNATURE ___ ---,,~~-~---~-----/ ,, ·., CERT. NO.---------- DATE_t~0/~4_1~/~-=-+-1--=--= Forrna003 ' ,, Test. J Engineers -San Diego, l 7895 Convoy Ct., Suite 18 San Diego, CA92111 INSPECTION REPORT ,,. Page 1 of / ---- Project Name _f:_"l.-_d __ .x' ________________ TESD Project# CJ 9 .L/L/3 Address -1t./9 S -l-~;-0,e /.} d/:/1 f1atslu-t-d General I Subcontractor ______________________________________ _ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __L__ Concrete __ $oil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --_LRinf: Rebar 6' IS"'" __ Slump __ Fireproofing __ concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi ___ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ Specialty __ Other --__ Corrections completed ___ 17 >'VJ f 4 r Remarks W rr I Ke cl Pt-r o.~cle_ . J SA-eEe]) Po C hr--c/ t1~1""J-d-e. b-tq.µ, -ve,..--7' C/...:ft:t1-J %Lr"Aflfl,..:Jt,e.J io ::<-CL .S-P~~i1S1,,;) ;ET;j s w/-.t..1 5' eev WA-'1 r1.f JJ, "or Field Representative #_L/J~t.r~,~:e~--------------- CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ~~~~ry INSPECTOR'S SIGNATU: ~= ::,·: DATE //-~-99 . Form#003 Test.. .g Engineers -San Diego, ~ .c. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _L Project Name ___ F_~-'~ ________________ TESD Project# ___ ?i_'Cl_-_Y_"f_·-3~--- Address 0...t./--Cr-J ~~ ~LS /~ General I Subcontractor ___ Qfl_· _l'nl __ r_/ __ ~_tJ_'-_,k_'. t::S _________ i-_lJ._Cl_cL_·~t,-"-:e~ ........ C,...,Y~J,t;_L_-_C.-.;. __ r'-,,,,.,_) __ Building Permit # ___ --'-_________ DSA # ____ l-_ev_'?_' -ec_r_l()_.'1el-...;;......:-e,,""--'(...__-....;,9-f?J __ F_-_CA_r.~i __ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION Concrete -- __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driving Non-Destructive -- Batch Plant -- 11L_ Soils Technician Mechanical -- Electrical -- __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA __ QSHPD __ specialty Remarks fo'v-1 ~U-J I MAT'L SAMPLING __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Reinf. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ steel __ H.S. Bolts __ Fireproofing __ Roofing __ Other Q.5J, w--eJ!.J t¼ '11\J &r--A,e.e-,....;lv~ h QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --__ Cone: Mix #/psi --__ Plans --__ Cone: Mix #/psi __ Specifications --__ Cone: Mix #/psi __ Sizes --__ Rinf: Rebar __ Slump --__ Rinf: W.W.F. __ Air Content --__ Rinf: Tendons __ Temperature --__ Grout: Mix #/psi __ Unit Weight --__ Mortar: Type/psi __ Consolidation --__ Units: Block __ Electrode Storage ----Units: Block __ Torque Applied ----Steel __ Load (Pounds) H.S. Bolts Thickness ------ --__ Metal Decking -- --__ Electrodes -- --__ Fireproofing -- --__ Other __ Corrective action required --__ Corrections completed ___ s~Ar2..cfh,J~ e,-d iJNd-w;°'-·t:v fy.t24/( ""'-kYI.~ , S.+w~ Ov0t.~ ~-h-~, ~-/<j.Cj.~ {1-: ,. f.i I/\ Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _____ ~'--Ge,<.,.......,.,..,..,,=-,...,.--~-Tv_y...c...-,J __ _ ~ (Print Clearly) INSPECTOR'S SIGNATURE ~t,~ 7 . CERT. NO.---------- DATE __ /t_/~_· /c_CJC/_· __ --=---= Form"O03 li!,JVVJ .L.l/ .1 U / 21 21 l'ftJJ .14: u21 .t'.I\.A. g -t-6197155800 TESTING ENGIHEERS SD 133 P03 NOV 10 '99 14:22 Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page ..1_ of _j_ PtoJ:1: t Name _;;;._~ ______ .A'....,;_ _______________ TESD Pro}&e1 # _99 J./Y..~ A~d~: .s J4'9 S +:l"J.;e4 J~1 f!a«t~ktd Gane1 al I Subcontn!ctot ______________________________ ~----- Bullding Pennlt # _____________ DSA# ________ ~ ...... --------- Plan Filo&# OSHPD *-------------~-------- Government Contract# Other----~--------~----- --· ------~--..--------------,-,-------,,--------.----~-------- !Ni;I 1ECTION ,. ·..J,{ _ Copcrtlu -___. _PNIO!irNG· Cone .--. _ MMD!n)' --· _Sm.101 SIMI -.-.. f'lrtpn:iDf1110 __ . _Pl!• OrMnii __ _Non-Oooi,wlfuti :..... •. _aat01, P,.m _ . _ 5ol1' recllnk:1"1 _ ,. ~I\/IQCIIWlk:111 --. -E(Qtllrlcef --· _Saft f>ull·Out ~-. _ Roofing __ . _ w11iorproa11no -• .D~ ~---OSHPD -T ,5pacl&lly MAT'L SAMPLING __ Soil __ ! ... __ ,:!i,llgrade -.AazihalJ Concrwia -C::0.~10 C::vllrt<kmi --Cor!G FlexBulrrl• _ Aoint. $IHI __ Tandllfl !f'fSirlUldGl _1"1Q1111t ~•mP't, _ Graul &implm __ Muonry Prilma -fw!atorr~ IIJccl< _ s1:11.i _H.!;l'.15atto _ lll1111l)l'OOl"ll'(I -Rw!!n; __ oaw QTY MATERIAL DESCRIPilON -Conc:Mbrll/p&I -Conc:Ml•~I ___ _ Coric Mi• •lpOI ___ _ =:2'Rlot:f:l~r ulr' _ Rlnf:W.W.t==. ____ _ ~Rlnf:Tan«1on11 ___ _ _CifQUt: Mix lrlp,c_...,.._ __ __ l\lltmur: Typa,p151 ___ _ _ Ur,ll:.,8ioc:I,. ____ _ _unhts: Block ____ _ _s_'--~-~-- __ 1-1.s. &1•~-------_M-,0eoiqng ___ _ -~ladro<lel----~- _F!niprDtl!ing ____ _ --· oti., ______ _ INSPECTION CHECKLIST __ Pia,r,, ____ _.. __ spec1r1~1on~----- _Sb:n----_s1<1mp _____ _ __ Alf'C~1 _____ _ __ le~rm1're ____ _ __ Uinit'Ndighr ___ ~- _Canl;IO!ld11llon ____ _ -~l&G111xltt SIOl'lliJII __ _ __To~t.1aApplied ___ _ __ Load !P01.1nd1i1)_.._ __ _ _Thick"·''----- -~le•l<'!lc,111~ --- __ co .... dlah~ W'l!I)(~ --- ,,..,,..,, S"(;,r R~m~. k6 &".",.... J l:z cl -,. ';;.~: ,.-tJc.,c/4,. • ~ccd-<- ,£&&:ii) fia,r ;/'t.;..e/ 4-M-t:. 6~@M-~ ·C~ ~~~ 1c-;, :C-G,. .sPR~ >El), '4,,/:f-I, C:4-w~.., ttT 1.J ~ oc a'-+k!.7<« ""t-.· / ,&thJ. ' ---· --------~-------------------~--------------- Field Represantatio.10 #._t/Jh...,,. .... e:c--------------- c~~Rll =1CAT10H OF COMPLIANCE; To lh'-1 best of my knOwlf)dgc, all of the repo~d wonc. unless otherwise stated. J3 fn eorifo1m.at)ce w tt-, 111 1 a.ppf'Qved plallS and 8p&cifications and the wor1<mantsh\:I provit.fons ot 1he applicable code_ lt,SP1::T0•4'SNAME ~~ II-BPI :TOR'S SIONA= =--=-= DATE /J-~-(JC} Tes·.. .g Engineers -San Diego, 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT c. Page_1_of+ Project Name -~H_e:;;c--,.J)"---""GJ&"-"-' _______________ TESD Project# -~~9_-_L/~4..u........3 ___ _ Address -"-'\-f~:2!"--"-'-c..J-"-q_-=5'---""-fJ4-/l.A-.._--=-~~--A._f __ A-~(}-1c. __ C_L Cs_, ____________ _ General/ Subcontractor 1/Gt-P.L ~ ktc Building Permit# C../3 41 ¢ § .1-Cf DSA # ______________ _ Plan File# ________________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~Concrete __ soil --__ Cone: Mix #/psi --~Plans MP~ __ Base --__ Prestress Cone __ Cone: Mix #/psi Specili~nsAf!.~ __ Masonry __ Subgrade --_Leone: Mix #/psi 3 0 ~ 0 __ Sizes 4ib._ __ Struct Steel __ Asphalt Concrete __ Rini: Rebar ____}[_ Slump __ Fireproofing _bl_ Concrete Cylinders ~ __ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __k_ Temperature ~ __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ~ Consolidation tJr£iuhi --Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks /~,4 CPnt~ 'ff) ~~ ,UU,)~ <ft ~,. IN tf~ ~P11Y!:J ~ ~ J>z¼p S,2 oµ G..t2-t~ l~?... &~ A--eLCx ~f :!;tN~L~as !'d;~;!~,t9$,5 I CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME &~ /UJf.s~~ ~-----,,¥--(PrintClearly) INSPECTOR'S SIGNATURE.._ __ '7""b'r-=-~ ·-~----__/ conformance with the approved plans and CERT. NO. ~cJoic/~6' ..... f!j..s DATE I I, ----4_,Cf_ j Form#003 ; Test._ .fl Engineers -San Diego, L . .;. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT ;;:; Page_1_of _J Project Name -----1f-4----~--· _____________ TESD Project# ___ q-'--Oi_-_ti-_~--"'-J __ _ Address ______ ·t4<-t._,-'--S--__ _,_~--~-+--~---='--(-~ -~....:..:.~------------• General I Subcontractor ____ G_~----·----------------------------- Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi __ Prestress Cone --Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Pile Driving __ cone Flex Beams --__ Rini: Tendons --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __)i_ soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Sieel __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Roofing __ steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA. __ Fireproofing --__ Fireproofing __ OSHPD __ Roofing --__ Other __ specialty __ Other -- Remarks CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stat specifications and the workmanship provisions of the applicable code. (LN .,-::,,1'1 ~ L-1 J INSPECTOR'S NAME __ __,C.,___tk;.,_r,;,_._-=~__,..,.-------<Print Clearly) INSPECTOR'S SIGNATURE_7--,,,c;~--*~--=--="-='-=~<='---· ___ _ --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load(Pounds) --Thickness -- -- -- __ Corrective action required __ Corrections completed ___ CERT. NO.---------- DATE----1/-'-f-r/u-U--C-/ ~_,j __ F_o,.-1-,nns Test. .. g Engineers -San Diego, ., .c. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_,7 Project Name ___ ,F:4'---,....,,--"-'-",6y;J--'-''----------------TESD Project# -~'f'---· --'-o/_-_\.f_Y'_3 ____ _ Address ______ ~_t.p_,_·a--=-~c=-----.-fs-~.:;._~_..:;._....;;_, "'-1-,--~-___;;__h_-.<te=Jl,__ ______________ _ General/ Subcontractor ___ @_~----·------------------------------ Building Permit # ______________ DSA # __________________ _ Plan File# _______________ OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi --Soils Technician __ Mortar Samples --__ Units: Block --Mechanical __ Grout Samples ----Units: Block --Electrical __ Masonry Prisms ----Steel __ Bolt Pull-Out __ Masonry Block --H.S. Bolts -- __ Roofing __ steel --__ Metal Decking __ Waterproofing __ H.S. Bolts --__ Electrodes __ DSA __ fireproofing --__ Fireproofing __ OSHPD __ Roofing --__ Other __ Specialty __ Other -- Remarks --tr CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise st specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME _ _,}c...=.7uJ6-=--G-r'J..-'---'\,____~--,,,,-,-?7Jc=--l,t,..,.-~--'-------- (Pnnt Clearly) --__ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ -ns & ,.· CERT. N0.---------- DATE __ f~-/ fa_~~/9~J-/--=F~on.~,"0=03 Test._.g Engineers -San Diego, ~--c. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT /- Page_1_of_1 ~( Jl!C,.v• (')Q_ I ,?, fr.? Project Name ______ ......--'-/\' _______________ TESD Project# --=JL-+-~-_'<_...,, _ _.. ____ _ Address _____ d.--=-l/_q:.:r_----'--i¼-~-'----J---,,_, _~_<;.s_1 _hryef?--=,J------------- General I Subcontractor-----~-~-~----'·------------------------------ Building Permit # ______________ DSA # __________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete --Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone --Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- ~ l'~ __ Roofing --__ Other __ Corrective action required ""I. __ Other __ Corrections completed ___ -- ~ff ·-fe J?Prp'Vm -fJ~"v7' ,;I ;pn~ fa.r./~f ·fr&< tPv. '"Pfv I~€?) qy/-'"w Cin-eP~ @ lt11e,, (< r Field Representative #_~~:.<=~~b-'i..,_,_...:......;:,'--___:::::,,,......., _____ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is i '.ns and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ----'1-~-=--' ...;.__....,____,:--J~Jh.:n-,-:.· ~t--r;_,J _____ _ (Pr~_: -.A '--i/1.~- INSPECTOR'S SIGNATURE ___ ,.c./. __ --~ / ----------7 CERT. NO.------------ DATE_~H.;:....,.//~:r.~-kn---'------Form11003· Testk .. g Engineers -San Diego, L .;. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT _,,.,:/ 7:---Page_1_of_/_ _c:; ., ~ ca ·-i../-<..f,3 Project Name ___ .,__r'---V"_.;.... ____________________ TESD Project# ___ r, ________ _ Address _______ .2_t{A_· _:...i_-_~@_u,-o,,; __ {A_~.,,..Y_,, __ a_v~!,~&._tdl _________________ _ General/ Subcontractor Q.,,,.~ / I!, v!..-JI~ ,/-k .. ,Act;_"ie , Building Permit # ______________ DSA # ~-wii-ed IC1""<a4 Plan File # OSHPD # 1 ·-~ Tf,tAe.,1, Government Contract# Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ Soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ___ Consolidation ~ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing --- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks M'lj· oJ v>_)' I Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the appru · specifications and the workmanship provisions of the applicable code. ~ns a:· . ._; I,,--L A"?)l ;;J INSPECTOR'S NAME ----------=;--co=-x.,,,""if..=':-:.--1_11 v_, ____ _ (Print Clearly) INSPECTOR'S SIGNATURE __ ""7""--~------------ ,/r CERT. NO.---------- ;1/2?,,(4c. DATE ____ ,~-----=----:c:= Form#003 Testirk.;;1 Engineers -San Diego, Ir: 7895 Convoy Ct., Suite 18 Page_1_of_ San Diego, CA 92111 INSPECTION REPORT Project Name _, ...... b ..... c-=cl=-"-__,_X ________________ TESD Project# Cjq-L./'--{. ~ Address d 4 q c:;---·r=c 'I 0. o(CA.y Ave General I Subcontractor G!'a•"--±: / -;-;:.· e Le 'E::,-h..,r Building Permit# Q [3> q.qf .:2 8 ol'j' DSA # _______________ _ Plan File# ________________ OSHPD # _________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --35t:#..Econc: Mix #/psi "s~OQ __ Specifications --__ Sizes __ Masonry __ Subgrade ____ Cone: Mix #/psi __ Struct Steel __ Asphalt Concrete 11!:/.-Rinf: RebarA:&i ,--__ Slump jf{2_ __ Fireproofing __ Concrete Cylinders __ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight ~u~ __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation,ce --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage __ Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other ---__ Corrections completed ___ Remarksr"' ... F'·Jcd'.::+i COl'l.(,y~h t"t-~~£'{!,,,-c..c5.-.s-kc;.J {-0 . ., ¼ soG-n·.--skA-q,.2_ ?t~ s-19k-~ Lt:..C., s-ei A-i= XJl\:':,f>e<"ted {..k, }''4<·cmc"'-3c c, t: e./(c; 8 CY ycl~ of:: O:'i:'.1-<v~-k.. '""-'k d.,..~ ·a"' P.s":;:4 F a le... se,G----S·· . A-.. 1= · r · te. t,...u:.;.· iu ·. 6- with the approved plans and specifications and the workmanship provisions of the ap INSPECTOR'S NAME c/OVfi n vu·. 1 a ,Pt J ,,,.;c (Print Clearly) INSPECTOR'S SIGNATURE ~oc~~~ CERT. NO. $ J 1.../I 8 DATE / l frt /qq I I Form#003 Testing Engineers -San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 Project: fed ...... X -L,d. I I/',:;- ~IELD REPC 0 NOTICE TO COMPLY Page __ ('--of -le------ Date Job Number 11-1&-qq 99-t:./'i~ Permit Number Plan File Number C r3.qq -o2 e ;29 Address,oqo.~ r;; ( -, -.ra..o a. ... , A.\.Je c..~ , Form#001 Testing Engineers -San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 0 FIELD REPC . 0 NOTICE TO COMPLY Page_~{ _of__._{_ Job Number qq,_443 Plan File Number Loe.. Form#001 Testh . .., Engineers -San Diego, Ir. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ -z b".. 1· .r-1 / • r ae?lj!ds Project Name -'"---,1,T'-'ti"_,,=·i«""""'-'1"-"l=~.,_--'1..:::=~-"'Y,-+<a~t....,,1.S.=:.s'--_~,1....=(.'<,,u..=~·,_S ..... f~IJ?f-~;~t1~G:-------TESD Project # _....,1....,_._____~_.__.,c'i... _______ _ Address ---~;;?~·· '-l/'-2'-'S-""-__ · 1.L.-'a=''-'~a:...,c..._i.,,,.7a!j1'----=·z:;,:.....J--____________________________ _ ., s£c," General / Subcontractor ___ (""'~'""c ...... ,·=-~=+· ,_/_._,;_.· 1-'<1'--· _..s-=-..,.r.fi=o_r _ __,,--------------------------t Building Permit # __ &~l'~i~9_-_a_o_.3_2 ______ DSA # _________________ _ Plan File# OSHPD # ________________ _ Government Contract # ____________ Other ___________________ _ :ZION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST erete __ soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone --Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ cone Flex Beams --__ Rinf: Tendons __ Temperature __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation --Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ ._DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ Specialty __ Other --__ Corrections completed ___ Remarks 1 S:;,-n aA l .j'/Jf(' . ..s; I Field Representative # _________________ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in confon~·1ance with the aprri. specifications and the workmanship provisions of the applicable code. ns a .. ..5-p f CERT. NO.--=--~------ Projedt Name FedEx Address 2495 Faraday Te~ .. tng Engineers -San Diego, ln1o._ 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 INSPECTION REPORT Page Lof _L_ Project# 99-443 General I Subcontractor Grant Buildmo P . # CB992829 erm1t an 1e Pl FI # INSPECTION MA T'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST X Concrete Soil 354P Cone.: Mix #lpsi 3000 X Plans Prestress Cone Base Cone.: Mix #/psi Soeeifications Masonrv Subarade Cone.: Mix #/psi Sizes Struet Steel Asohalt Concrete Rinf.: Rebar X Slumo Fireoroofina X Concrete Cylinder 6(4) Rinf.: W.W.F. Air Content Pile Drivina Cone Flex Beams Rinf.: Tendons X Temoerature Non-Destructive Reinf. Steel Grout: Mix #/psi UnitWeiaht Batch Plant Tendon PT Strand Mortar: tvoe/psi Consolidation Soils Technician Mortar Samples Units: Block Electrode Storaae Mechanical Grout Samoles Units: Block Toraue Annlied Electrical Masonrv Prisms Steel Load (Pounds Bolt Pull-Out Masonrv Block H.S. Bolts Thickness Roofina Steel Metal Decking Wateroroofina H.S. Bolts Electrodes DSA Fireoroofina Fireoroofina OSHPO Roofina Other Corrective action reauired Soecialtv Other Corrections comoleted Remark CONCRETE INSPECTION Observerd the placement and consolidation of 572.5 cubic yards of concrete, mix design # 354P in the following locations: slab on grade betwene lines A to G by 2 to 5 and H to M by 1 to 2 Six sets of four test cylinders were cast as follows. SET# TRUCK# TICKET# SLUMP CONC.TEMP. AMS.TEMP LOCATION 1 689 161950 7" 60 45 slab on grade at line 3.5@ F.8 2 547 161960 61/4" 60 43 slab on grade at line 4.5 @ E.5 3 672 161971 6" 60 40 slab on grade at line 2.5@ 8.8 4 376 161986 5 1/2" 60 43 slab on grade at line 2. 1 @ A.1 5 378 162002 6" 62 50 slab on grade at line 1.8 @ H.2 6 547 162025 5 1/2" 62 55 slab on grade at line 1.3@ L.8 Concrete was supplied by Superior Ready Mix. • Testing Engineers-San Diego, Inc. Date: Job No: Job Name: Address: 12/17/99 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 53621 Report No: 450 JfflD!llllifflMMRl@--Bk--@ffiiii!l!llel"""'l!i!!ll· --l!li!ffiFlll!iilTIR""'ffl Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 12/28/99. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. .----;1 .~ /. ((-; "I( Yr/ -,:L:~ R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (1) Testing Engineers -San Diego. Inc .. 7895 Convoy Court. Suite 18 San Diego. CA. 92111 (858] 715-5800 Fax (858] 715-5810 135 130 125 .... u 120 0. ;i, ·u5 C Q) -0 2:-115 0 110 105 100 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: SOUTHEAST STOCKPILE Elev./Depth: Remarks: TESD LAB NO. 53621 Curve No.: 13 MATERIAL DESCRIPTION Description: YELLOW BROWN SILTY SAND uses: Sp.G.= AASHTO: Classifications - Nat. Moist. = Liquid Limit = %> No.4= % Plasticity Index = % < No.200 = TEST RESULTS Maximum dry density= 122 pcf Optimum moisture = 11 % \ _J Test specification: \ ' ASTM D 698-91 Procedure A Standard \ \ \ \ ' \ ' \ \ \ \ \ \ 1 \ 1 \ ' \ \ L\':){) Date: 12/28/99 \ \ 100% S ' \ ATURATION CURVES \ FORS \ ' PEC. GRAV. EQUAL TO: \ \ 2 .8 ... r ~ .. \ ~ 2 , ' \ I \ 2 .7 .6 ,f '\ ~ ~ , \ [\ I ' \ ~ \ ' .. \ \ \ j \ ' I\ ~ \ \I' \ ' \ \ \ ' 1\ ti. \' I\. \ 'I \ ~/ \. \ 'I. \. \ \. ' \ \ \. \I\ \. \ \J I'\"~ ~~I ! I 0 5 10 15 20 25 Water content, % Plate ----------------TESTING ENGINEERS------------------' .i. .. Testing Engineers -San Diego, Inc. Established 1946 Date: Job No: Job Name: Address: 11/19/99 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 53315-53316 Report No: 250 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 11/10/99. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, ... -~ TESTING ENGINEERS-SAN DIEGO, INC. <J< fJL fZ R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (2) Testing Engineers. San Diego, Inc .• 7895 Convoy Court, Suite 18 San Diego. CA. 92111 [858] 715-5800 Fax [858] 715-5810 \. 145 140 135 't3 130 0. ~ -'iii C Cl> "C i::' 125 0 120 115 110 COMPACTION TEST REPORT Project N°0.: 99-443 Project: FEDEX BUILDING . Location: WEST SIDE OF BUILDING PAD Elev./Depth: Remarks: TESD LAB NO. 53315 Curve No.: 10 MATERIAL DESCRIPTION Description: AGGREGATE BASE Classifications - Nat. Moist.= Liquid Limit= % > 3/4 in.= 2.7 % uses: Maximum dry density = 140 pcf Optimum moisture = 6 % AASHTO: Sp.G.= Plasticity Index = % < No.200 = TEST RESULTS 1 \ \ Test specification: \ ' ASTM D 1557-91 Procedure C Mo dified \ ' \ \ \ ' i,-\"I ' , \ I'\. I\ I ' a\ ' ' \ ' Date: 11/10/99 i/ \ \ 100° !\ ' ¼ SATURATION CURVES • \ ' FO R SPEC. GRAV. EQUAL TO: ' \ \ ' ~ \ ' ,- \ ' \ ~ ,- 2.8 2.7 2.6 \ \ ' \ \ \ ' \ \ \ \ ' \ 1 \ \ \ \ ' \. ' I~ L\ \ \ i\ \ \ \ ' \ , I\ I\ \. \ \ \ ' I\ \ \ \ / ~ '" I'<. I/\ 0 5 10 15 'O Water ntent, % Plate ..__---------------TESTING ENGINEERS,------------------i 125 120 115 t; 110 0. ~ II) C (I) "O 2::-105 0 100 95 90 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING , Location: STA. 4+25 Elev./Depth: 2' -8' Remarks: TESD LAB NO. 53316 Curve No.: 11 MATERIAL DESCRIPTION Description: LIGHT BROWN SILTY CLAYEY SAND Classifications - Nat. Moist. = Liquid Limit = %> No.4= % uses: Maximum dry density = 112 pcf Optimum moisture= 15.5 .% AASHTO: Sp.G. = Plasticity Index = % < No.200 = TEST RESULTS \ \ Test specification: ~ \ ASTM D 1557-91 Procedure A Modified ." 1 \ \ \ \ \ ' \ \ [\ ~-\ \ ~ \ \ ' \ \ \ \ \ 100% SATU \ ' \ FOR SPEC. \ ' 2.8 II 'W \ \ 2.7 I/ " \ \ 2.6 1• ' I\ ~ \ ' '\ \ '11o. I\ '\ \ ' \ '\ \ I\ \ \. ' I\ \. '\. ' \. II,. '<'. l\ '\. "I'\. rv \. \, ' '\. ' '\. ' I\ '\ :\. '\ 'i.. i ' \. '\. -----· "' I\. 1-\i\. ~---:\. '\ '11.. '\. '\. ~ \. I"' Date: 11/10/99 RATION CURVES GRAV. EQUAL TO: ' 'l 1\. 5 10 15 20 25 30 Water content, % Plate L----------------TESTING ENGINEERS,------------------J Testing Engineers -San Diego, Inc. Established 1946 Date: Job No: 11/19/99 99-443 LABORATORY TEST REPORTS Job Name: Address: FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab # 53204-53205 Report No: 243 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 10/22/99. These reports summarize the results of tests performed. Tests were perforn1ed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, .. TESTING ENGINEERS-SAN DIEGO, INC. g f2,h iZ. R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed ( 4) Testing Engineers -San Diego, Inc .. 7895 Convoy Court. Suite 18 San Diego. CA. 92111 [858] 715-5800 Fax [858] 715-5810 ,-Particle Size Distribution Report .5 .5 .5 .5 ~ .5 C 0 0 0 .5 ~ SJ !!! lt 0 0 0 0 0 0 .., 0 M N -M "' ;; ~ ij ,t i .. .. ~ 100 1. I I I I I I I .......... ~~ I I I I I I I I I I I I ~' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 90 II I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I ,, I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 70 I I I I I I I I \\ I I I I I I I I I I I I I I I I I I I I I I I I I I 0::: I I I I I I I I I I I w 60 J---J I ~ z I I I I I I I I I I I LL I I I I I I I I I I I I I I I I I I I I I I I I-50 I I I I I I I I I I I z I I I I I I I I I I I w I I I I I I I I I I (..) I I I I I I I I I I 0::: I I I I I I "'i I I I w 40 I I I I I I I I I 0.. I I I I I I I ~ I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20 I I I I I I I I I I I~ I I I I I I I I I I I I I I I I I I I I I I I I I~"-I 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I ' 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm %+3" % GRAVEL %SAND % FINES CRS. FINE CRS. MEDIUM I FINE SILT CLAY 0 0 0 0 24 I 65 11 SIEVE PERCENT SPEC.* PASS? Soil DescriQtion SIZE FINER PERCENT (X=NO) LIGHT GRAY BROWN POORLY GRADED SAND WITH #4 100 SILT #10 100 #20 97 #40 76 Atterberg Limits #60 41 PL= LL= Pl= #100 22 #200 11 Coefficients 085= o.s11 D50= 0.332 D50= 0.288 D30= 0.197 D15= 0.102 D10= Cu= Cc= Classification USCS= SP-SM AASHTO= Remarks SAND EQUIVALENT= 28 * (no specification provided) Sample No.: 53204 Source of Sample: NATIVE MATERIAL Date: 10/22/99 Location: SOUTHEAST SECTION OF STOCKPILE Elev./Depth: Client: TESTING ENGINEERS Project: FEDEX BUILDING Project No: 99-443 Plate .,- t; 0. ~ :!: en C Q) "O ~ 0 COMPACTION TEST REPORT Curve No.: 8 · Pr.oject No.: 99-443 Project: FEDEX BUILDING • Location: SOUTHEAST SECTION OF STOCKPILE Elev./Depth: 125 120 115 110 105 100 95 Remarks: TESD LAB NO. 53204 MATERIAL DESCRIPTION Description: LIGHT GRA y BROWN POORLY GRADED SAND WITH SILT Classifications - Nat. Moist. = Liquid Limit= % > No.4= 0% uses: SP-SM AASHTO: Sp.G. = Plasticity Index = % < No.200 = 11 % TEST RESULTS Maximum dry density = 119 pcf Optimum moisture= 12 % \ \ Test specification: \ ' ASTM D 1557-91 Procedure A Modified \ 1 ~ ~-I\ \ ' \ ' \ \ ~" '"'" \ \ ' r '\ \ ' \ / 'a. \ ~ ' , \ ~~ • \ ' 100% SATU " FOR SPEC. \ ' \ ' \ ' 2.8 I\ \ . ' \ 2.7 \ \ \ 2.6 \ ' I\ " ~ ' \ ~\ ~ \ ' \ \ \. \ \ \ ' \ \. \. ' \ '11.. '{ I\ \. " I\. IV \ " ' \. \. _"\ ' I\. ' ' \. "\. I ' I\. "\ ' ,, ' " i\. \ " " ' ' \ ,1\. Date: 10/22/99 RATION CURVES GRAV. EQUAL TO: 90 ' 'l 1\. 5 10 15 20 25 30 Water content, % Plate '-----------------TESTING ENGINEERS-----------------' .- 0:::: w z u:: I-z w (.) 0:::: w a. > 100 l 90 80 70 60 50 40 30 20 10 0 500 %+3" SIEVE SIZE #4 #10 #20 #40 #60 #100 #200 0 .5 .5 "' "' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100 PERCENT FINER 100 100 96 79 59 36 19 .5 .5 ~ "" l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Particle Size Distribution Report .5 .s ,5 ~ ~ S! .5 l!l ;:t I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 0 ;:;-~ ~ ............ ~ I I I 0 ,t I I I I (, I I I I I I I I I I I I I I I I I I I I I I I I I I I I :\ : --'--1'4-1--i-1---tJ..-1--1---11----1--1''-1--+-l-H:-,.µ+-'--4++4-+-1-1·--1--l---+1-l-l--l-l--1---t---11---1 I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '· I I I I I I I I I I I I -1 I I I I I I I I I I I I I I I I 1---,--,---···1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' 10 % GRAVEL : : ~ I I I I I I I I I I I I I I I I I I I I I I I I I I --, -r-,· I I I I I I I I I I I I I I I I 1 GRAIN SIZE -mm %SAND I I I I I I I I I I I I I I I I I I \j I I I I I I I \j -I :, I 1-!-l--l-+--1---l~--+-l-+-l-l---l--+-+---4---1 I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I 0.1 0.01 0.001 % FINES CRS. FINE CRS. MEDIUM I FINE SILT CLAY 0 0 SPEC.* PERCENT PASS? (X=NO) 0 21 I 60 Soil Description GRAY BROWN SILTY SAND PL= 085= o.526 D30= 0.125 Cu= USCS= SM Atterberg Limits LL= Coefficients 060= 0.256 D15= Cc= Classification MSHTO= Remarks SAND EQUIVALENT= 19 19 Pl= D50= 0.206 D10= * (no specification provided) Sample No.: 53205 Source of Sample: NATIVE MATERIAL Location: NORTHWEST SECTION OF STOCKPILE Client: Date: 10/22/99 Elev./Depth: TESTING ENGINEERS Project: FEDEX BUILDING Proiect No: 99-443 Plate r' t; 0. >, ..... 'iii C: Q) -c 2:-0 COMPACTION TEST REPORT Curve No.: 9 · .Project No.: 99-443 Project: FEDEX BUILDING Date: I 0/22/99 130 125 120 115 110 105 100 95 Location: NORTHWEST SECTION OF STOCKPILE Elev./Depth: Remarks: TESD LAB NO. 53205 MATERIAL DESCRIPTION Description: GRAY BROWN SILTY SAND uses: SM Sp.G.= AASHTO: Classifications • Nat. Moist. = Liquid Limit = Plasticity Index = % > No.4= 0 % % < No.200 = 19 % ' -- -·- TEST RESULTS Maximum dry density = 121.5 pcf Optimum moisture = 12 % \ \ Test specification: ~ 1 ASTM D 1557-91 Procedure A Mo \ -\ \ 1 \ \ \ ' \ \ \ \ ' \ 1 \ -i--..' \ \ ' dified ~ ~ \ , ~ \ \ 100° ¼ SATURATION CURVES /I 1, \ FO R SPEC. GRAV. EQUAL TO: .. ., \ I\ \ 2.8 \ \ 1 -\ \ 2.7 2.6 \ \ ' \ \ \ \ \ \ ' \ \ \ \ \ \ \ I\. \ \ \ ' \. '\ \ \ ' \ \ \. \ \ 1 I\ ' f\. \. '\ ' I II. '<. ,, '\ '\ '\ ,, N \ '11. ' '\ '\. \. ''\ I\. r\. I \.I '\. 'l I\. I '\. 5 10 15 20 25 Water content, % Plate '-----------------TESTING ENGINEERS------------------' TestingEngineers-SanDiego, Inc. Established 1946 EXPANSION INDEX TES'P Date: Job No: Job Name: Address: November 16, 1999 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Permit: GR99-0032 Report No: 204 { .f.W R. DOUGLAS PROVINS, RCE 56018 EXPIRES 12/31/00 ENGINEER: LAB NO.: 53278 PROJECT: FEDEX BUILDING SAMPLED BY: N/A DA TE: 11/6/99 DATE: N/A SUBMITTED BY: TESD PROCEDURE: ASTM D4829 RESULTS: SAMPLE I.D Bag sample delivered to project site Silty clayey fine to medium sand MOISTURE CONTENT,% 8.0 . 'DRY DENSITY PCF 116.7 EXPANSION INDEX 0 POTENTIAL EXPANSION Very Low Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Testing Engineers-San Diego, Inc. Date: Job No: Job Name: Address: 11/16/99 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 53278 Report No: 205 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 11/6/99. These reports summarize the results of tests perfonned. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, ... TESTING ENGINEERS-SAN DIEGO, INC. & 0/ ·D n. v°<J ,:___, ~ v :- R. Douglas Provins, RCE 56018 .~ Senior Engineer, Manager of Laboratory Services Reports enclosed (2) Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suite 18 San Diego. CA. 92111 [858) 715-5800 Fax [858) 715-5810 140 135 130 't5 125 c.. .;i, "ui C (I.) "O 2:-120 0 115 110 105 COMPACTION TEST REPORT Curve No.: 7 Project No.: 99-443 Project: FEDEX BUILDING Location: IMPORT-BAG SAMPLE DELIVERED TO PROJECT SITE Elev./Depth: Remarks: TESD LAB NO. 53278 MATERIAL DESCRIPTION Description: RED BROWN SILTY CLAYEY FINE TO MEDIUM SAND uses: Sp.G.= AASHTO: Classifications - Nat. Moist. = Liquid Limit= %> No.4= % Plasticity Index = % < No.200 = I TEST RESULTS Maximum d1y density = 131 pcf Optimum moisture= 8.5 % !\ \ Test specification: \ \ ASTM D 1557-91 Procedure A Mo \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ ' dified Date: 11/6/99 ,J .,. \ I "\ \ \-100° 1/o SATURATION CURVES \\ \ ' FO R SPEC. GRAV. EQUAL TO: I ,, ' \ 2.8 I lt \ \ 2.7 \ \ 2.6 J ' '\ \ ,I \ ' --\ \ \ \ \ ' I\ ' \ \ \ \ ' \ I\ \ '\ \ ' \ \ I\ \ ' \ ' I \ ' \ ' I l X I\ \ I\ \/ \ ' \. ,, ' \. ' ' ! ,1 \. " 0 5 10 15 20 Water content, % Plate '-----------------TESTING ENGINEERS-----------------' ., ,,., Testing Engineers-San Diego, Inc. R VALUE DATA Date: Job No: Job Name: Address: 10/29/99 99 .. 443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: N/A Permit: GR 99-0032 Report No: 66 @V ENGINEER: R. DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 PROJECT: FED EX LOCATION: EAST SIDE OF EL CAMINO REAL, 250' NORTH OF EXISTING SDGE DEPOT DESCRIPTION: SAMPLED BY: DARK BROWN SANDY, SILTY, CLAY, WITH GRAVEL TESD RVALUENO.: NIA LAB NO.: 53020 DATE REC'D: 10/4/99 SAMPLE NO.: B SPECIMEN A B C Compactor Pressure PSI 70 45 100 Moisture @ Compaction % 17.6 18.9 20.0 Density Pounds/Cubic Feet 109.0 107.4 104.9 R Value Stabilometer 17 12 8 Exudation Pressure PSI 440 330 240 Stabilometer Thickness Feet 1.20 1.27 1.33 Expansion Pressr. Thickness Feet l.60 .83 .53 T. I. (Assumed) 4.5 R-Value By Stabilometer 10 @ 300 psi Exudation Established 1946 Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suite 18 San Diego. CA. 92111 (858] 715-5800 Fax (858] 715-581 0 R-Value By Expansion Pressure 15 R-Value At Equilibrium 10 Date: Job No: Job Name: Address: Testing Engineers -San Diego, Inc. Established 1946 R VALUE DATA 10/29/99 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: NIA Permit: GR 99-0032 ~;f~~~~R: ~ DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 f?-~V/ PROJECT: FED EX LOCATION: SOUTH SIDE OF FARADAY, 120' EAST OF ENTRY DRIVEWAY, SIDEWALK ELEV.-1.5' DESCR[PTION: BROWN SANDY SILTY CALY SAMPLED BY: TESD RVALUENO.: NIA LAB NO.: 53019 DATE REC'D: 10/4/99 SAMPLE NO.: A SPECIMEN A B C Compactor Pressure PSI 115 80 55 Moisture @ Compaction % 26.4 27.8 29.2 Density Pounds/Cubic Feet 95.3 92.9 90.9 R Value Stabilometer 21 15 10 Exudation Pressure PSI 440 330 260 Stabilometer Thickness Feet 1.14 1.22 1.30 Expansion Pressr. Thickness Feet .77 .90 .83 T. I. (Assumed) 4.5 R-Value By Stabilometer 13 Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suitel8 San Diego, CA. 92111 (858] 715-5800 Fax (858] 715-5810 @ 300 psi Exudation R-Value By Expansion Pressure R-Value At Equilibrium 13 Testing Engineers -San Diego, Inc. R VALUE DATA Date: Job No: Job Name: Address: 10/18/99 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: N/ A Permit: GR 99-0032 Report No: 66 .(lJ)f ENGINEER: R. DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 PROJECT: LOCATION: FED EX EAST OF EL CAMINO REAL, 250' NORTH OF EXISTING SDGE DEPOT DESCRIPTION: SAMPLED BY: DARK BROWN SANDY, SILTY, CLAY, WITH GRAVEL TESD RVALUENO.: NIA LAB NO.: 53020 DATE REC'D: 10/4/99 SAMPLE NO.: B SPECIMEN A B C Compactor Pressure PSI 70 45 100 Moisture @ Compaction % 17.6 18.9 20.0 Density Pounds/Cubic Feet 109.0 107.4 104.9 R Value Stabilometer 17 12 8 Exudation Pressure PSI 440 330 240 Stabilometer Thickness Feet 1.20 1.27 1.33 Expansion Pressr. Thickness Feet 1.60 .83 .53 T. I. (Assumed) 4.5 R-Value By Stabilometer 10 @ 300 psi Exudation Established I 946 Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 R-Value By Expansion Pressure 15 R-Value At Equilibrium 10 Testing Engineers -San Diego, Inc. R VALUE DATA Date: Job No: Job Name:· Address: 10/18/99 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Plan Number: NIA Permit: GR 99-0032 Report No: 67 ?Df ENGINEER: R. DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 PROJECT: FED EX LOCATION: SOUTH OF FARADAY, 120' EAST OF ENTRY DRIVEWAY, SIDEWALK ELEV.-1.5' DESCRIPTION: BROWN SANDY SILTY CALY SAMPLED BY: TESD RVALUENO.: NIA LAB NO.: 53019 DATE REC'D: 10/4/99 SAMPLE NO.: A SPECIMEN A B Compactor Pressure PSI 115 80 Moisture @ Compaction % 26.4 27.8 Density Pounds/Cubic Feet 95.3 92.9 R Value Stabilometer 21 15 Exudation Pressure PSI 440 330 Stabilometer Thickness Feet 1.14 1.22 Expansion Pressr. Thickness Feet .77 .90 T. I. (Assumed) 4.5 R-Value By Stabilometer 13 @ 300 psi Exudation C 55 29.2 90.9 10 260 1.30 .83 Established I 946 Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suite 18 San Diego, CA. 9211 l [858) 715-5800 Fax [858) 715-58 l 0 TestingEngineers-SanDiego, Inc. EXPANSION INDEX TESTi, Date: October 18, 1999 Job No: 99-443 Job Name: Address: FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Permit: GR 99-0032 Report No: 70 .~ ENGINEER: R. DOUGLAS PROVINS, RCE 56018 EXPIRES 12/31/00 LAB NO.: 53012 PROJECT: Fedex SAMPLED BY: Client SUBMITTED BY: TESD PROCEDURE: ASTM D4829 RESULTS: SAMPLE I.D Silty fine sand DA TE: 10/2/99 DATE: 10/2/99 MOISTURE CONTENT,% 10.2 DRY DENSITY PCF 105.8 EXPANSION INDEX 3 Established 1946 POTENTIAL EXPANSION Very Low Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858) 715-5800 Fax [858) 715-5810 Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: 10/18/99 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 53012 Report No: 79 Established 1946 Enclosed are laboratory test rep01is for the above referenced project. Samples were submitted to TESD on 10/2/99. These repo1is smmnarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportm1ity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. f, 12:J 12~ R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (1) Testing Engineers -San Diego, Inc .. 7895 Convoy Court, Suite IS San Diego. CA. 92111 [858] 715-5800 Fax [858] 715-5810 130 125 120 't5 115 0. >, ;!:! rn C: Cl) -0 i::' 110 0 105 100 95 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: Elev./Depth: Remarks: TESD LAB NO. 53012 Curve No.: 5 MATERIAL DESCRIPTION Description: YELLOW BROWN SILTY FINE SAND uses: Sp.G.= AASHTO: Classifications - Nat. Moist. = Liquid Limit= %> No.4= 0% Plasticity Index = % < No.200 = ' TEST RESULTS Maximum dry density= 120.5 pcf Optimum moisture= 12 % \ \ Test specification: \ ' ASTM D 1557-91 Procedure A Mo \ \ \ \ \ \ \ \ I\ \ I\ \ ' \ ' \ ' \ \ --... ' dified Date: 10/2/99 \ \ ,,,,. ""' \ \ 100° 1/o SATURATION CURVES / \ \ \ FO R SPEC. GRAV. EQUAL TO: • \ I\ \ 2.8 \ \ \ ' 2.7 . \ \ 2.6 \ ' \ ' i\ \ \ \ ' ~ II. \ \ \ I\ \ ' \ \ \ I\ \ ' \ I\ \. \ \ ' I ' \ \ :, \ I '( I \ \. f\--~ N \ \. ' .\.I\. \. \. i\. \. I \.I '\. 'I.. f\.. I'\.. 5 10 15 20 25 Water content, % Plate ...__----------------TESTING ENGINEERS-----------------' ~I Testing Engineers-San Diego, Inc. Date: Job No: Job Name: Address: 10/12/99 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 53000/53075 Report No: 43 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 10/1/99 & 10/8/99. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. 12:~Let- R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Repmis enclosed (2) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suitel8 San Diego, CA. 92111 (858) 715-5800 Fax (858) 715-5810 125 120 115 u 110 0. .i-'iii C: (I) 'O c:' 105 0 100 95 90 COMPACTION TEST REPORT Curve No.: 3 Project No.: 99-443 Project: FEDEX BUILDING Location: SOUTH SECTION OF SITE NEAR BOTTOM OF SLOPE Elev./Depth: Remarks: TESD LAB NO. 53000 MATERIAL DESCRIPTION Description: BROWN SILTY CLAYEY SAND uses: Sp.G.= AASHTO: Classifications - Nat. Moist. = Liquid Limit= %> No.4= % Plasticity Index = % < No.200 = I Maximum dry density= 108.5 pcf Optimum moisture= 17.5 % TEST RESULTS \ ... \ Test specification: \ \ ' ASTM D 1557-91 Procedure A Modified \ ' \ ' \ \ \ ' \ ' 3 _\ \ ~i\ \ \ \ ' \ II. I\ 100% SATU ... \ ' FOR SPEC. \ ' \ II. \ ' 2.8 \ ' \ 2.7 ... \ ' 2.6 \ I\ ---\ '\ ' i,....-~ ' '\ I\ I\ -~ ~ i\ '\ ' ' \ \ '\ \a \ \ ' \. \. \. ' ~ ... '( " \. ... I\. V \ .... ' \. \ \. ' I\ ' \. ' ' I\. \ ,I ... ~1'. I\ \ ' \.. \.. , ... \ I\. I\. Date: I 0/1/99 RATION CURVES GRAV. EQUAL TO: I "' '!.. 1\. 5 10 15 20 25 30 Water content, % Plate '------------------TESTING ENGINEERS----------------..., • / 130 125 120 't3 115 0. >. -'iii C: (I) "O c:' 110 0 105 100 95 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: WEST OF BUILDING PAD Elev./Depth: Remarks: TESD LAB NO. 53075 Curve No.: 4 MATERIAL DESCRIPTION Description: LIGHT BROWN SANDY CLA y uses: Sp.G.= AASHTO: Classifications - Nat. Moist. = Liquid Limit= % > No.4 = 2.8 % Plasticity Index= % < No.200 = ' TEST RES UL TS Maximum dry density= 118.5 pcf Optimum moisture= 12 % \ \ Test specification: \ , \ ASTM D 1557-91 Procedure A Mo \ ' \ ' \ ¾ ~ ' \ \ \ ' \ \ I\ ' ' dified Date: 10/8/99 \ \ \ \ 100° Yo SATURATION CURVES IA' :-0-, ~ i~ , FO ... \ r ~ ""' \ R SPEC. GRAV. EQUAL TO: 2.8 -'\ \ ' 2.7 ' , \ II. 2.6 I\ \ ' \ \ , \ \ :I. \ ' i\. \ \ \ \ \ i\. I\ \ ' '\ \. '\ I'\ \ ' \ \. \. \ \ ':1. ' '\ \ '\ ' I \ i'{ I\ \ \. I\. 1\/ \ ' \ ' I\. \. \. \. I\. r-... \J '\. 'l I\. I \. 5 10 15 20 25 Water content, % Plate .__---------------TESTING ENGINEERS------------------' ,- Testing Engineers -San Diego, Inc. Date: Job No: Job Name: Address: 10/11/99 99-443 LABORATORY TEST REPORTS FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California TESD Lab# 52975-52976 Report No: 3 Established 1946 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 9/24/99. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfolly submitted, TESTING ENGINEERS-$AN DIEGO, INC. ~ Yi-12;. R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (2) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suitel8 San Diego, CA. 92111 [858]715-5800 Fax[858]715-5810 125 120 115 't3 110 0. ii, ·w C Q) -a C' 105 Cl 100 95 90 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: TP-2, NORTH OF BUILDING PAD Elev./Depth: O -1.5' Remarks: TESD LAB NO. 52976 Curve No.: 2 MATERIAL DESCRIPTION Description: BROWN SANDY CLA y Classifications • Nat. Moist. = Liquid Limit= % > No.4 = % uses: Maximum dry density= 108.5 pcf Optimum moisture = 18 % AASHTO: Sp.G. = Plasticity Index = % < No.200 = TEST RESULTS \ \ Test specification: \ ' ASTM D 1557-91 Procedure A Mo \ \ ' \ dified \ ' ,1 \ ~ \ \ \-~ \ Date: 9/24/99 \ I\ 100° \ ' 1/o SATURATION CURVES " FO \ ' \ R SPEC. GRAV. EQUAL TO: -\ ' ~ \ ' I\ r-- \ ' r-- ~ \ ' I\ r-- 2.8 2.7 2.6 --~ ' ,J' ..... . \.\ ~I\ .... ')I. \. ' ~ " \. .\. \ ' -~ ' '\ \. \. ' I\ ~ \. ' \. " :\. I\. \ ' ' \. \ \. ' I\. ' -\. \. -,,1 I\. I\ \. 'r... I 'I\. \. "\ ', 'r-....l I~ ~ "\ I '\. 10 15 20 25 30 Water content, % Plate .__---------------TESTING ENGINEERS---------------- 125 120 115 8_ 110 ~ ·en C: (I) "'O 5 105 100 95 90 COMPACTION TEST REPORT Project No.: 99-443 Project: FEDEX BUILDING Location: TP-1, SOUTH OF BUILDING PAD Elev./Depth: o -2.0' Remarks: TESD LAB NO. 52975 Curve No.: 1 MATERIAL DESCRIPTION Description: BROWN SANDY CLAY Classifications - Nat. Moist. = Liquid Limit= %> No.4= % uses: Maximum dry density= 113.5 pcf Optimum moisture= 16 % AASHTO: Sp.G.= Plasticity Index = % < No.200 = TEST RESULTS \ ' \ Test specification: \ ' ASTM D 1557-91 Procedure A Modified \ ' ~ ' \ \ ' ' ' \ \ \ \ ' \ I\ I\ I\. \ ' \ ' I\ I\ \ ' 100% SATU .n,.\ ' I\ FOR SPEC. ., ' I\ \ 2.8 ~ ' J \. 2.7 I ' \ \ \ 2.6 I \..\. \ J -I\ ~ \ I \ :-r\ ' \ ' I \ ~ \ II \ \ \ \ \ \. II\ ' ' ' '< /\, \ ' \ V \ ' I\ --' I\. \ I\ '\ I\ I\. \ ' I ' I\. \ ' ., I\. ' '\ ). I 'I\. 1\1 \ Date: 9/24/99 RATION CURVES GRAV. EQUAL TO: I " l\.h \I r1 5 10 15 20 25 30 Water content, % Plate 1...-----------------TESTING ENGINEERS,-----------------' Testing Engineers -San Diego, Inc. EXPANSION INDEX TEST.{, Date: Job No: Job Name: Address: October 7, 1999 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California Permit: GR-990032 Report No: ENGINEER: 1 (ll)P R. DOUGLAS PROVINS, RCE 56018 EXPIRES 12/31/00 LAB NO.: 52975 & 52976 PROJECT: Fedex Building SAMPLED BY: TESD SUBMITTED BY: TESD PROCEDURE: ASTM D4829 RESULTS: SAMPLEI.D Lab No. 52975 TP-1, south of building pad Lab No. 52976 TP-2, North of building pad DATE: 9/24/99 DATE: 9/24/99 MOISTURE DRY DENSITY CONT~NT,% PCF 15.8 92.7 16.9 90.6 EXPANSION INDEX 89 93 Established 1946 POTENTIAL EXPANSION Medium High Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858) 715-5800 Fax [858) 715-5810 \ I Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor NIA Project Name Project Address Gen. Contractor Engineer ---------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract # ---------------N/A Sample Group # Report of Concrete Cylinders ---------PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 1120/00 Escon Ready Mix 354 P 5.4 sk 3000 3000 D SA/ O SH PD DSA# N/A 376 Slump (in.) Kelly Ball (in.) Air Temp (OF) Mix Temp (OF) Air Content (%) Unit Weight (pcf) Measured 4.00 NIA 68 71 N/A N/A Specified 4.00 NIA N/A N/A NIA N/A Truck No. 528 Ticket#: 265903 Load# N/A Time Batched Time Sampled ---------_____ Age: 4 mi Min. RC Sample Mark: set R.C.2 No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: -----------Precipitation NIA Wind N/A Stored at N/A --------------------------Admixture Pozz N/A Gallons of water added at N/A ----by N/A NIA Aggregate size Cement Type ____ _ Placement Method NIA Placement Location NIA Reinforcement...;.N_IA ___ _ Specific Location Footing at ramp walls lines L & K Special Instructions/Remarks Set# Delivered by RC Date Rec'd in Lab: 1/27/00 Logged in by: NC Standard Tests: __ cyls at 7 days; Special Tests: _o_cyls at _o_days; _o_cyls at 14 days; _o_cyls at _o_days; _2_cyls at 28 days; _o_cyls at _0_days. cyls at 56 days. _o_cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36109 1/27/00 6x12in 28.27in2 82,500 lbs 2920 psi 28 36110 2/17/00 6x12in 28.27in2 lbs 0 psi 28 36111 2/17/00 6x12in 28.27in2 lbs 0 psi 56 36112 3/16/00 6x12in 28.27in2 lbs 0 psi Comments: All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C7?-84, C617-87, C42-90 Checked by: ____________ Date: __ Reviewed by: ____________ Date: __ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Project Name Federal Express Van Station Project No 1999-443 Project Address _2_4_9_5_F_a_ra_d_a.:..y _____________________________ _ Grant General Contractors, Inc. Sub-Contractor NIA Gen. Contractor Engineer ---------------- Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No NIA Bldg Permit No Gov't Contract # ---------------NIA Sample Group # Report of Concrete Cylinders ---------PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 1120100 Escon Ready Mix 68 P 8 sk 4000 4000 D SA/OS HP D DSA# NIA 377 Measured Specified Slump (in.) 5.75 NIA Kelly Ball (in.) NIA NIA Air Temp (OF) 70 NIA Mix Temp (OF) 71 NIA Air Content (%) NIA NIA Unit Weight (pcf) NIA NIA Truck No. 392 Ticket#: 265900 Load# N/A Time Batched Time Sampled Age: 9mi Min. No. Of Samples 4 Sampled at ___ yards of __ _ total yds. by: RC Sample Mark: set R.C.1 Precipitation NIA Wind _N_/A ____ _ Stored at N/A Admixture Pozz ----------N/A Gallons of water added at _N_/A __ _ by N/A Aggregate size N/A Cement Type ____ _ Placement Method -----N/A Placement Location N/A ------Reinforcement_N-'IA _____ _ Specific Location under panels on line 1 Special Instructions/Remarks Set# Delivered by RC Date Rec'd in Lab: 1/27/00 Logged in by: NC ---- Standard Tests: Special Tests: cyls at 7 days; _o_cyls at _0_days; _o_cyls at 14 days; _2_cyls at 28 days; _1_cyls at 56 days. _o_cyls at _o_days; _o_cyls at _0_days. _o_cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36105 1/27/00 6x12in 28.27in2 97,000 lbs 3430 psi 28 36106 2/17/00 6x12in 28.27in2 lbs 0 psi 28 36107 2/17/00 6x12in 28.27in2 lbs 0 psi 56 36108 3/16/00 6x12in 28.27in2 lbs 0 psi Comments: All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by: ___________ Date: __ Reviewed by: ___________ Date: __ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor TRI STAR Project Name Project Address Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract # ---------------N/A Sample Group# Report of Concrete Cylinders ---------Placement Date 1/29/00 Supplier/Plant Superior Mix Number 354P Mix Description N/A Mix Design (psi) 3000 Specified Strength 3000 D SA/OS HP D DSA# N/A 441 Slump Kelly Ball Air Temp Mix Temp Air Content Unit Weight (in.) (in.) (OF) (OF) (%) (pcf) Measured Specified 5.00 N/A N/A N/A 49 N/A 62 N/A N/A N/A N/A N/A Truck No. 662 Ticket#: 266518 Load# NIA Time Sampled Age:~Min. Time Batched --------No. Of Samples 4 Sampled at ___ yards of total yds. by: RM Sample Mark: FED EX 1 1-29 Precipitation N/A Wind N/A Stored at NIA --------------------Admixture N/A ----------N/A Gallons of water added at ..;.N....;/A--'---by NIA Aggregate size N/A Cement Type ____ _ Placement Method N/A Placement Location N/A Reinforcement_N_/A ___ _ Specific Location POUR STRIP ALONG GRIDLINE 2/2-2.8. Special Instructions/Remarks Set# Delivered by N/A Date Rec'd in Lab: Logged in by: NC Standard Tests: __ cyls at 7 days; Special Tests: _o_cyls at _0_days; _o_cyls at 14 days; ___E.._ cyls at _0_days; _2_cyls at 28 days; _o_cyls at 0 days. __ cyls at 56 days. _o_cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36398 2/5/00 6x12in 28.27in2 96,000 lbs 3400 psi 28 36399 2/26/00 6x12in 28.27in2 lbs psi 28 36400 2/26/00 6x12in 28.27in2 lbs psi 56 36401 3/25/00 6x12in 28.27in2 lbs psi Comments: All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by: ____________ Date: __ Reviewed by: ____________ Date: __ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor N/A Project Name Project Address Gen. Contractor Engineer ---------------- Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No NIA Bldg Permit No Gov't Contract # ---------------NIA Sample Group # Report of Concrete ---------Cylinders PI ace men t Date Supplier/Plant Mix Number Mix Description Mix Design (psi) Specified Strength 211100 Escon Ready Mix 867P 3000 PSI 318" 3000 3000 D SA/OS HP D DSA# NIA 442 Slump Kelly Ball Air Temp Mix Temp Air Content Unit Weight (in.) (in.) (OF) (OF) (%) (pcf) Measured Specified 5.50 N/A NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA Truck No. 336 Ticket#: 476273 Load# NIA Time Batched Time Sampled Age:~Min. No. Of Samples 3 Sampled at ___ yards of ___ total yds. by: Sample Mark: 2/1 /20009 FED EX 99-443 1, 2 0 Precipitation NIA Wind NIA Stored at NIA --------------------Admixture N/A ----------NIA Gallons of water added at NIA ----by NIA Aggregate size NIA Cement Type ____ _ Placement Method NIA Placement Location NIA ------Reinforcement_N_IA ___ _ Specific Location BATHROOM SLAB@OFFICE BLDG (NORTH SIDE OF BLDG). Special Instructions/Remarks Set# ____ Delivered by NIA Date Rec'd in Lab: ______ Logged in by: NC Standard Tests: __ cyls at 7 days; 0 cyls at 14 days; __ cyls at 28 days; _1_cyls at 56 days. Special Tests: _o_cyls at _o_days; _o_cyls at _o_days; _o_cyls at o days. _o_cyls at _0_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36459 2/8/00 6x12in 28.27in2 63,500 lbs 2250 psi 28 36460 2/29/00 6x12in 28.27in2 lbs psi 56 36461 3/28/00 6x12in 28.27in2 lbs psi Comments: All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by: ____________ Date: __ Reviewed by: ____________ Date: __ cc: Hoffmayer Structural R. Douglas Provins, PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. I _ ___J Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Federal Express Van Station Project No 1999-443 2495 Faraday Grant General Contractors, Inc. Sub-Contractor NIA Project Name Project Address Gen. Contractor Engineer ----------------Hoffmayer Structural Engineers Architect The Crump Firm, Inc. GR 99-0032,CB992829 Plan File No N/A Bldg Permit No Gov't Contract # ---------------N/A Sample Group# Report of Concrete Cylinders --=--------- PI ace men t Date 2/8/00 -------------Supp Ii er/PI ant SUPERIOR ----------------Mix Number 354P Mix Description Mix Design (psi) Specified Strength 5.4 SK W/POZZ 3000 3000 D SA/ 0 SH PD DSA# N/A 535 Slump (in.) Kelly Ball (in.) Air Temp (OF) Mix Temp (OF) Air Content (%) Unit Weight (pcf) Measured N/A N/A 80 72 NIA N/A Specified N/A N/A N/A N/A N/A N/A Truck No. NIA Ticket#: 267114 Load# NIA Time Batched Time Sampled _____ Age: 35 Min. --------- No. Of Samples 4 Sampled at ___ yards of ___ total yds. by: RM Sample Mark: _S_E_T_1 ________ _ NIA Wind NIA Stored at NIA ------Precipitation Admixture NIA NIA Gallons of water added at N/A by NIA -------------- Placement Method NIA Placement Location NIA Aggregate size Reinforcement NIA NIA Cement Type ____ II __ ----------- Specific Location NORTH END DOCK TRUCK PAD Special Instructions/Remarks Set# 1 Delivered by CL Date Rec'd in Lab: 2/9/00 Logged in by: AJ Standard Tests: __ cyls at 7 days; Special Tests: _o_cyls at _0_days; _o_cyls at 14 days; _o_cyls at _o_days; _2_cyls at 28 days; _o_cyls at _0_days. cyls at 56 days. _o_cyls at _o_days. Compression Laboratory Data Sample Lab No. Date Tested Dimensions Test Area Max Load Compressive Age Strength 7 36908 2/15/00 6x12in 28.27in2 96,000 lbs 3400 psi 28 36909 3/7/00 6x12in 28.27in2 lbs psi 28 36910 3/7/00 6x12in 28.27in2 lbs psi 56 36911 3/7/00 6x12in 28.27in2 lbs psi Comments: All sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C?B-84, C617-87, C42-90 Checked by: ____________ Date: __ Reviewed by: ____________ Date: __ cc: Hoffmayer Structural R. Douglas Provins. PE The Crump Firm, Gale & City of Carlsbad Grant General Inc. Wentworth CA, Contractors, Inc. TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DA TE 1/4/00 SUPPLIER SUPERIOR -------------- MIX NUMBER TYPE OF CEMENT ADMIXTURE MIXING TIME CONCRETE TEMP. 354P II ----------- POZZ 20 72 ------------ DATE RECEIVED IN LAB MIX DESIGN PSI MIX DESCRIPTION TICKET NO. SLUMP SPECIFIED - PERCENT AIR AIR TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY FOOTING Q & 7 LABORATORY DATA 1/6/00 3000 5.4 SK W/POZZ 264795 NIA SLUMP 4.00" NIA 55 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 34455 1/11/00 6X12 28.27 85,000 3010 28 34456 2/1/00 6X12 28.27 111,000 3930 28 34457 2/1/00 6X12 28.27 110,000 3890 56 H 34458 3/1/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE ST AR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF l8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE ____ 1_/5_/0_0 _____ DATE RECEIVED IN LAB SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 354P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 30 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 78 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY PAD FOOTING @ 2 & A LABORATORY DATA 1/6/00 3000 5.4 SK W/POZZ 264923 N/A SLUMP 4.00" N/A 80 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 34483 1/12/00 6X12 28.27 81,000 2870 28 34484 2/2/00 6X12 28.27 118,000 4170 28 34485 2/2/00 6X12 28.27 125,000 4420 56 H 34486 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE' ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. C8992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF IE] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/5/00 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. 76 AIR TEMP. DESIGN STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL H-2 LABORATORY DATA 1/6/00 3500 6 SKW/POZZ 264913 NIA SLUMP 4.50" NIA 80 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 5 34487 1/10/00 6X12 28.27 73,000 2580 28 34488 2/2/00 6X12 28.27 123,500 4370 28 34489 2/2/00 6X12 28.27 127,000 4490 56 H 34490 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY* RAHWAY' FT. LAUDERDALE •ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 ------------'-------I PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [[I CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/5/00 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 3 MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 75 AIR TEMP. 3500 @ 28 DAYS SAMPLES MADE BY PANEL 2-13 LABORATORY DATA 1/6/00 3500 6 SK W/POZZ 264906 NIA SLUMP 4.50" NIA 80 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 5 34499 1/10/00 6X12 28.27 73,500 2600 28 34500 2/2/00 6X12 28.27 131,500 4650 28 34501 2/2/00 6X12 28.27 130,000 4600 56 H 34502 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GEN!=RAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 18] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/5/00 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 30 PERCENT AIR CONCRETE TEMP. 74 AIR TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL 2-11 LABORATORY DATA 1/6/00 3500 6 SK W/POZZ 264894 N/A SLUMP 4.00" N/A 78 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 5 34503 1/10/00 6X12 28.27 79,000 2790 28 34504 2/2/00 6X12 28.27 122,000 4320 28 34505 2/2/00 6X12 28.27 130,000 4600 56 H 34506 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE' ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 -'---.........C:...-'--'--'------------ PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/5/00 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 75 AIR TEMP. 3500 @ 28 DAYS SAMPLES MADE BY PANEL H-1 LABORATORY DATA 1/6/00 3500 6 SK W/POZZ 264890 NIA SLUMP 4.00" N/A 75 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 5 34495 1/10/00 6X12 28.27 88,000 3110 28 34496 2/2/00 6X12 28.27 127,000 4490 28 34497 2/2/00 6X12 28.27 132,000 4670 56 H 34498 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 115100 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 75 AIR TEMP. 3500 @ 28 DAYS SAMPLES MADE BY PANEL 2-10 LABORATORY DATA 116100 3500 6 SK WIPOZZ 264873 NIA SLUMP 4.50" NIA 75 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 5 34491 1110100 6X12 28.27 88,000 3110 28 34492 212100 6X12 28.27 132,000 4670 28 34493 212100 6X12 28.27 137,000 4850 56 H 34494 312100 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE' ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GRouTD PRISMS D OTHER PLACEMENT DATE 1/5/00 DATE RECEIVED IN LAB 1/6/00 SUPPLIER SUPERIOR MIX DESIGN PSI 3500 MIX NUMBER 36P MIX DESCRIPTION 6 SK W/POZZ TYPE OF CEMENT II TICKET NO. 264870 ADMIXTURE POZZ SLUMP SPECIFIED N/A SLUMP 5.00" - MIXING TIME 35 PERCENT AIR NIA CONCRETE TEMP. 72 AIR TEMP. 55 DESIGN STRENGTH (f '0) PSI 3500@ 28 DAYS SAMPLES MADE BY R. MOTSINGER LOCATION OF PLACEMENT PANEL 2-4 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 5 34479 1/10/00 6X12 28.27 85,000 3010 28 34480 2/2/00 6X12 28.27 127,000 4490 28 34481 2/2/00 6X12 28.27 121,000 4280 56 H 34482 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY' FT. LAUDERDALE • ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF I[) CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DA TE 1/5/00 DATE RECEIVED IN LAB 1/6/00 SUPPLIER SUPERIOR MIX DESIGN PSI 3500 MIX NUMBER 36P MIX DESCRIPTION 6 SKW/POZZ TYPE OF CEMENT II TICKET NO. 264861 ADMIXTURE POZZ SLUMP SPECIFIED N/A SLUMP 4.50" - MIXING TIME 35 PERCENT AIR N/A CONCRETE TEMP. 72 AIR TEMP. 55 DESIGN STRENGTH (f '0) PSI 3500@ 28 DAYS SAMPLES MADE BY R. MOTSINGER LOCATION OF PLACEMENT PANEL 2-3 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq, MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 5 34467 1/10/00 6X12 28.27 84,500 2990 28 34468 2/2/00 6X12 28.27 137,000 4850 28 34469 2/2/00 6X12 28.27 133,500 4720 56 H 34470 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) . TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT . LAUDERDALE• ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF II] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/5/00 SUPPLIER SUPERIOR -------------- MIX NUMBER TYPE OF CEMENT ADMIXTURE MIXING TIME CONCRETE TEMP. 36P II ----------- POZZ 30 72 ----------- DATE RECEIVED IN LAB MIX DESIGN PSI MIX DESCRIPTION TICKET NO. SLUMP SPECIFIED - PERCENT AIR AIR TEMP. DES I G N STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL 2-5 LABO RA TORY DATA 1/6/00 3500 6 SK W/POZZ 264853 N/A SLUMP 4.00" N/A 50 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 5 34475 1/10/00 6X12 28.27 73,000 2580 28 34476 2/2/00 6X12 28.27 119,000 4210 28 34477 2/2/00 6X12 28.27 117,500 4160 56 H 34478 3/2/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE• ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/3/00 SUPPLIER SUPERIOR -------------- MIX NUMBER TYPE OF CEMENT ADMIXTURE MIXING TIME CONCRETE TEMP. 354P II ------------ N/A 40 73 ------------ DATE RECEIVED IN LAB MIX DESIGN PSI MIX DESCRIPTION TICKET NO. SLUMP SPECIFIED - PERCENT AIR AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY FOOTING 2 & Q LABORATORY DATA 1/4/00 3000 5.4 SK W/POZZ 254748 NIA SLUMP 4.00" N/A 60 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 34290 1/10/00 6X12 28.27 81,000 2870 28 34291 1/31/00 6X12 28.27 108,500 3840 28 34292 1/31/00 6X12 28.27 110,000 3890 56 H 34293 2/28/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE 'ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 1/3/00 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 354P MIX DESCRIPTION TYPE OF CEMENT II TICKET NO. ADMIXTURE N/A SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 72 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY FOOTING K & 10 LABORATORY DATA 1/4/00 3000 5.4 SK W/POZZ 166154 N/A SLUMP 4.00" NIA 50 R. MOTSINGER AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 34286 1/10/00 6X12 28.27 74,000 2620 28 34287 1/31/00 6X12 28.27 116,000 4100 28 34288 1/31/00 6X12 28.27 122,000 4320 56 H 34289 2/28/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCl1Y·RAfiWAY·FT.LAUDERDALE FAX (619) 715_5810 ·oRLANoo·sANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A ------------ SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB 12/27/99 ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI 3500 -------------- MIX NUMBER 36P MIX DESCRIPTION 6 SK W/POZZ TYPE OF CEMENT Ci 50 TICKET NO. 165356 ADMIXTURE N/A SLUMP SPECIFIED N/A SLUMP 4.50" MIXING TIME 62 PERCENT AIR N/A CONCRETE TEMP. 68 AIR TEMP. 80 DESIGN STRENGTH (f 'c) PSI 3500@ 28 DAYS SAMPLES MADE BY S.P. FLORES --- LOCATION OF PLACEMENT PANEL-A10 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33763 12/30/99 6X12 28.27 90,000 3180 28 33764 1/20/00 6X12 28.27 128,000 4530 28 33765 1/20/00 6X12 28.27 128,500 4550 56 H 33766 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------ TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCITY"RAHWAY·FT.LAUDERDALE FAX (619) 715-5810 •ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB 12/27/99 ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI 3500 -------------- MIX NUMBER 36P MIX DESCRIPTION 6 SKW/POZZ TYPE OF CEMENT C150 TICKET NO. 165336 ADMIXTURE POZZ SLUMP SPECIFIED N/A SLUMP 4.50" MIXING TIME 59 PERCENT AIR N/A CONCRETE TEMP. 68 AIR TEMP. 78 DESIGN STRENGTH (f 'c) PSI 3500@ 28 DAYS SAMPLES MADE BY S.P. FLORES --- LOCATION OF PLACEMENT PANELA6 LABO RA TORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33759 12/30/99 6X12 28.27 87,000 3080 28 33760 1/20/00 6X12 28.27 122,000 4320 28 33761 1/20/00 6X12 28.27 124,500 4400 56 H 33762 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCITY*RAHWAY*FT.LAUDERDALE FAX (619) 715-5810 *ORLANDO*SANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A ------------ SAMPLE DATA REPORT OF [[I CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 51 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 65 AIR TEMP. 3500 @ 28 DAYS SAMPLES MADE BY PANEL A3 LABORATORY DATA 12/27/99 3500 6 SKW/POZZ 264411 N/A SLUMP 5.00" N/A 75 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33755 12/30/99 6X12 28.27 96,000 3400 28 33756 1/20/00 6X12 28.27 131,000 4630 28 33757 1/20/00 6X12 28.27 128,000 4530 56 H 33758 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCJTY·RAHWAY-FT.LAUDERDALE FAX (619) 715-5810 ·ORLANDO* SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF IBJ CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 45 PERCENT AIR CONCRETE TEMP. 67 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL (7-1) LABORATORY DATA 12/27/99 3500 6 SKW/POZZ 165305 N/A SLUMP 8.50" NIA 72 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33751 12/30/99 6X12 28.27 86,500 3060 28 33752 1/20/00 6X12 28.27 124,000 4390 28 33753 1/20/00 6X12 28.27 123,000 4350 56 H 33754 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. 'ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCllY'RAHWAY·FT.LAUDERDALE FAX (619) 715-5810 ·ORLANDO·SANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A ----------- SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 48 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 65 AIR TEMP. 3500@ 28 DAYS SAMPLES MADE BY PANEL (5-4) LABORATORY DATA 12/27/99 3500 6 SKW/POZZ 165296 N/A SLUMP 7.00" N/A 70 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33747 12/30/99 6X12 28.27 76,500 2710 28 33748 1/20/00 6X12 28.27 120,500 4260 28 33749 1/20/00 6X12 28.27 121,500 4300 56 H 33750 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------ TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCITY·RAHWAY·FT.LAUDEROALE FAX (619) 715-5810 ·oRLANDo·sANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF II) CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 39 PERCENT AIR CONCRETE TEMP. 65 AIR TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3500@ 28 DAYS SAMPLES MADE BY PANEL (5-3) LABORATORY DATA 12/27/99 3500 6 SKW/POZZ 165284 NIA SLUMP 6.00" N/A 70 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33743 12/30/99 6X12 28.27 85,000 3010 28 33744 1/20/00 6X12 28.27 127,000 4490 28 33745 1/20/00 6X12 28.27 122,000 4320 56 H 33742 2/17/00 6X12 28.27 DISC ALL SAMPLING ANO TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCJTY·Rl'JiWAY'FT.LAUDERDALE FAX (619) 715-5810 ·oRLANDo·sANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA ----------- SAMPLE DATA REPORT OF lK] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 60 PERCENT AIR CONCRETE TEMP. 64 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500@ 28 DAYS SAMPLES MADE BY PANEL F.2 LABORATORY DATA 12/27/99 3500 6 SKW/POZZ 165269 N/A SLUMP 5.00" N/A 68 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33739 12/30/99 6X12 28.27 92,000 3250 28 33740 1/20/00 6X12 28.27 133,000 4700 28 33741 1/20/00 6X12 28.27 132,500 4690 56 H 33742 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCITY·RAHWAY·FT.LAUDERDALE FAX (619) 715-5810 •oRLANDO'SANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 50 PERCENT AIR CONCRETE TEMP. 64 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL (7.2) LABORATORY DATA 12/27/99 3500 6 SKW/POZZ 165263 N/A SLUMP 4.00" NIA 68 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33735 12/30/99 6X12 28.27 84,500 2990 28 33736 1/20/00 6X12 28.27 128,000 4530 28 33737 1/20/00 6X12 28.27 127,500 4510 56 H 33738 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVl[;WED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 ATLANTICCITY'RAHWAY·FT.LAUDERDALE FAX (619) 715_5810 •oRLANDO*SANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 78 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 62 AIR TEMP. 3500 @ 28 DAYS SAMPLES MADE BY PANEL (5-5) LABORATORY DATA 12/27/99 3500 6 SK W/POZZ 165241 N/A SLUMP 5.00" N/A 55 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33730 12/30/99 6X12 28.27 89,500 3170 28 33731 1/20/00 6X12 28.27 129,000 4560 28 33732 1/20/00 6X12 28.27 126,000 4460 56 H 33733 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEE RS SAN DIEGO (619)-715-5800 ATLANTICCITY·RA'rWVAY·FT.LAUDERDALE FAX (619) 715-5810 •oRLANDO·SANDIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/23/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT C150 TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 64 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 64 AIR TEMP. 3500@ 28 DAYS SAMPLES MADE BY PANEL (10-4) LABORATORY DATA 12/27/99 3500 6 SK W/POZZ 165237 N/A SLUMP 4.00" N/A 50 S.P. FLORES AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 33726 12/30/99 6X12 28.27 89,500 3170 28 33727 1/20/00 6X12 28.27 129,000 4560 28 33728 1/20/00 6X12 28.27 129,500 4580 56 H 33729 2/17/00 6X12 28.27 DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO 28 DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS. CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE 'ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/13/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 40 PERCENT AIR CONCRETE TEMP. 65 AIR TEMP. ------------ DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# K-3 LABORATORY DATA 12/14/99 3500 6SACK 163657 N/A SLUMP 4.25" N/A 66 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 32871 12/20/99 6X12 28.27 101,000 3570 28 32872 1/10/00 6X12 28.27 146,000 5160 28 32873 1/10/00 6X12 28.27 144,000 5090 56 H 32874 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY' FT. LAUDERDALE ' ORLANDO ' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF l5I] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/13/99 DATE RECEIVED IN LAB ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 39 PERCENT AIR . CONCRETE TEMP. 65 AIR TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# K-1 LABO RA TORY DATA 12/14/99 3500 6SACK 163633 NIA SLUMP 4.75" NIA 66 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 32867 12/20/99 6X12 28.27 97,000 3430 28 32868 1/10/00 6X12 28.27 149,500 5290 28 32869 1/10/00 6X12 28.27 148,500 5250 56 H 32870 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE 'ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE ____ 1_2_/1_3_/9_9 ____ DATE RECEIVED IN LAB SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 39 PERCENT AIR CONCRETE TEMP. 70 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# 10-1 LABORATORY DATA 12/14/99 3500 6SACK 163606 N/A SLUMP 4.00" N/A 67 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 32863 12/20/99 6X12 28.27 102,000 3610 28 32864 1/10/00 6X12 28.27 144,000 5090 28 32865 1/10/00 6X12 28.27 144,000 5090 56 H 32866 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY • RAHWAY • FT LAUDERDALE• ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/13/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 48 PERCENT AIR CONCRETE TEMP. 64 AIR TEMP. ----------- DES I G N STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# Q12 LABORATORY DATA 12/14/99 3500 6SACK 163593 NIA SLUMP 4.50" N/A 63 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 32859 12/20/99 6X12 28.27 91,000 3220 28 32860 1/10/00 6X12 28.27 143,500 5080 28 32861 1/10/00 6X12 28.27 140,000 4950 56 H 32862 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY' FT. LAUDERDALE ' ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DA TE 12/13/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT NIA TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 62 PERCENT AIR CONCRETE TEMP. 62 AIR TEMP. DESIGN STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL#Q10 LABORATORY DATA 12/14/99 3500 6SACK 163575 N/A SLUMP 5.00" NIA 72 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 32855 12/20/99 6X12 28.27 95,500 3380 28 32856 1/10/00 6X12 28.27 129,000 4560 28 32857 1/10/00 6X12 28.27 133,000 4700 56 H 32858 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE • ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF l8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DA TE 12/13/99 DATE RECEIVED IN LAB ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 47 PERCENT AIR CONCRETE TEMP. 59 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL#Q7 LABORATORY DATA 12/14/99 3500 6SACK 163566 NIA SLUMP 4.00" NIA 55 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 32851 12/20/99 6X12 28.27 87,500 3100 28 32852 1/10/00 6X12 28.27 137,500 4860 28 32853 1/10/00 6X12 28.27 138,000 4880 56 H 32854 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DA Y TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/13/99 DATE RECEIVED IN LAB ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 50 PERCENT AIR CONCRETE TEMP. 59 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# Q4 LABORATORY DATA 12/14/99 3500 6SACK 163538 NIA SLUMP 5.00" N/A 47 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 32847 12/20/99 6X12 28.27 89,500 3170 28 32848 1/10/00 6X12 28.27 132,000 4670 28 32849 1/10/00 6X12 28.27 134,000 4740 56 H 32850 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY" RAHWAY' FT. LAUDERDALE• ORLANDO ' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/13/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 54 PERCENT AIR CONCRETE TEMP. 63 AIR TEMP. ----------- DES I G N STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# 2-13 LABORATORY DATA 12/14/99 3500 6 SACK 163528 N/A SLUMP 5.25" N/A 47 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 32843 12/20/99 6X12 28.27 95,000 3360 28 32844 1/10/00 6X12 28.27 142,000 5020 28 32845 1/10/00 6X12 28.27 150,500 5320 56 H 32846 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE' ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/13/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 36P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 44 PERCENT AIR CONCRETE TEMP. 59 AIR TEMP. -----~----- DES I G N STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3500 @ 28 DAYS SAMPLES MADE BY PANEL# 2-12 LABORATORY DATA 12/14/99 3500 6SACK 163507 NIA SLUMP 5.00" NIA 43 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 32839 12/20/99 6X12 28.27 93,000 3290 28 32840 1/10/00 6X12 28.27 147,000 5200 28 32841 1/10/00 6X12 28.27 144,000 5090 56 H 32842 2/7/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY' FT. LAUDERDALE ' ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/2/99 DATE RECEIVED IN LAB 12/3/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT II &V TICKET NO. 162025 ADMIXTURE POZZ 322N SLUMP SPECIFIED NIA SLUMP 5.50" - MIXING TIME 30 PERCENT AIR N/A CONCRETE TEMP. 62 AIR TEMP. 55 DESIGN STRENGTH (f 1 0) PSI 3000@ 28 DAYS SAMPLES MADE BY D. WYMAN LOCATION OF PLACEMENT SLAB ON GRADE AT LINE L.8 @ 1.3 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31995 12/9/99 6X12 28.27 78,000 2760 28 31996 12/30/99 6X12 28.27 109,500 3870 28 31997 12/30/99 6X12 28.27 110,000 3890 56 H 31998 1/27/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY• FT. LAUDERDALE ' ORLANDO ' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/2/99 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT II & V TICKET NO. ADMIXTURE POZZ 322N SLUMP SPECIFIED MIXING TIME 65 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 62 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE AT LINE 1.8 @ H.2 LABORATORY DATA 12/3/99 3000 5.4 SACK 162002 N/A SLUMP 6.00" NIA 50 D. WYMAN AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31991 12/9/99 6X12 28.27 79,500 2810 28 31992 12/30/99 6X12 28.27 110,000 3890 28 31993 12/30/99 6X12 28.27 105,000 3710 56 H 31994 1/27/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE ' ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/2/99 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT II & V TICKET NO. ADMIXTURE POZZ 322N SLUMP SPECIFIED MIXING TIME 20 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 60 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE AT LINE 2.1 @ A.1 LABORATORY DATA 12/3/99 3000 5.4 SACK 161986 NIA SLUMP 5.50" NIA 43 D. WYMAN AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31987 12/9/99 6X12 28.27 83,500 2950 28 31988 12/30/99 6X12 28.27 112,000 3960 28 31989 12/30/99 6X12 28.27 106,500 3770 56 H 31990 1/27/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------ REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE' ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/2/99 DATE RECEIVED IN LAB 12/3/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT II & V TICKET NO. 161971 ADMIXTURE POZZ 322N SLUMP SPECIFIED N/A SLUMP 6.00" - MIXING TIME 40 PERCENT AIR NIA CONCRETE TEMP. 60 AIR TEMP. 41 DESIGN STRENGTH (f 1 0) PSI 3000@ 28 DAYS SAMPLES MADE BY D. WYMAN LOCATION OF PLACEMENT SLAB ON GRADE AT LINE 2.5@ B.8 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31983 12/9/99 6X12 28.27 82,500 2920 28 31984 12/30/99 6X12 28.27 106,000 3750 28 31985 12/30/99 6X12 28.27 103,500 3660 56 H 31986 1/27/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DA Y TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE' ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/2199 DATE RECEIVED IN LAB 1213/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT ll&V TICKET NO. 161960 ADMIXTURE POZZ 322N SLUMP SPECIFIED NIA SLUMP 6.25" - MIXING TIME 35 PERCENT AIR NIA CONCRETE TEMP. 60 AIR TEMP. 43 DESIGN STRENGTH (f 'c) PSI 3000@ 28 DAYS SAMPLES MADE BY D. WYMAN LOCATION OF PLACEMENT SLAB ON GRADE AT LINE 4.5 @ E.8 LABO RA TORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31979 1219199 6X12 28.27 88,500 3130 28 31980 12/30/99 6X12 28.27 117,500 4160 28 31981 12/30/99 6X12 28.27 122,500 4330 56 H 31982 1127100 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE • ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 12/2/99 DATE RECEIVED IN LAB 12/3/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT II &V TICKET NO. 161950 ADMIXTURE POZZ 322N SLUMP SPECIFIED N/A SLUMP 7.00" - MIXING TIME N/A PERCENT AIR N/A CONCRETE TEMP. 60 AIR TEMP. 45 DESIGN STRENGTH (f '0) PSI 3000 @ 28 DAYS SAMPLES MADE BY N/A LOCATION OF PLACEMENT SLAB ON GRADE AT LINE 3.5@ F.8 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31975 12/9/99 6X12 28.27 72,500 2560 28 31976 12/30/99 6X12 28.27 108,500 3840 28 31977 12/30/99 6X12 28.27 109,500 3870 56 H 31978 1/27/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE• ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE ____ 1_1_/1_9_/9_9 ____ DATE RECEIVED IN LAB SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 43 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 71 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 4.75 AT H LABORATORY DATA 11/20/99 3000 5.4 SACK 160491 NIA SLUMP 4.00" NIA 64 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31290 11/26/99 6X12 28.27 89,000 3150 28 31291 12/17/99 6X12 28.27 122,500 4330 28 31292 12/17/99 6X12 28.27 122,000 4320 56 H 31293 1/14/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY• FT. LAUDERDALE • ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [[) CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/19/99 DATE RECEIVED IN LAB 11/20/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT N/A TICKET NO. 160456 ADMIXTURE POZZ SLUMP SPECIFIED N/A SLUMP 4.50" - MIXING TIME 43 PERCENT AIR N/A CONCRETE TEMP. 69 AIR TEMP. 55 DESIGN STRENGTH (f 'c) PSI 3000 @ 28 DAYS SAMPLES MADE BY G. TARANTINO LOCATION OF PLACEMENT SLAB ON GRADE LINE 5 AT G.75 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31286 11/26/99 6X12 28.27 89,000 3010 28 31287 12/17/99 6X12 28.27 117,000 4140 28 31288 12/17/99 6X12 28.27 120,000 4240 56 H 31289 1/14/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED-IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE • ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE ST AR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DA TE 11 /19/99 DATE RECEIVED IN LAB ---------- SUPPLIER SUPERIOR MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT NIA TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 37 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 64 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE J.5 AT 2.5 LABORATORY DATA 11/20/99 3000 5.4 SACK 160415 N/A SLUMP 4.25" N/A 50 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31282 11/26/99 6X12 28.27 86,000 3040 28 31283 12/17/99 6X12 28.27 119,500 4230 28 31284 12/17/99 6X12 28.27 119,000 4210 56 H 31285 1/14/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY' FT. LAUDERDALE 'ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER --=C:..:....R.:..::U...:...:M.:.:....P:..:..../ ~H~O.:.:....F:.....:FM:..:....A_Y.:.:....E...:...:R _____________________ _ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/19/99 DATE RECEIVED IN LAB 11/20/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT NIA TICKET NO. 160396 ADMIXTURE POZZ SLUMP SPECIFIED N/A SLUMP 4.75" - MIXING TIME 36 PERCENT AIR NIA CONCRETE TEMP. 69 AIR TEMP. 50 DESIGN STRENGTH (f 'c) PSI 3000 @ 28 DAYS SAMPLES MADE BY G. TARANTINO LOCATION OF PLACEMENT SLAB ON GRADE LINE 3 AT K LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31278 11/26/99 6X12 28.27 73,000 2580 28 31279 12/17/99 6X12 28.27 105,500 3730 28 31280 12/17/99 6X12 28.27 109,000 3860 56 H 31281 1/14/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. 'ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE• ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/19/99 DATE RECEIVED IN LAB 11/20/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SACK TYPE OF CEMENT NIA TICKET NO. 160382 ADMIXTURE POZZ SLUMP SPECIFIED N/A SLUMP 4.25" - MIXING TIME 41 PERCENT AIR NIA CONCRETE TEMP. 64 AIR TEMP. 45 DESIGN STRENGTH (f '0) PSI 3000@ 28 DAYS SAMPLES MADE BY G. TARANTINO LOCATION OF PLACEMENT SLAB ON GRADE LINE LAT 5 LABORATORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31274 11/26/99 6X12 28.27 83,000 2940 28 31275 12/17/99 6X12 28.27 115,500 4090 28 31276 12/17/99 6X12 28.27 114,000 4030 56 H 31277 1/14/00 · 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY' FT. LAUDERDALE • ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [[] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11118199 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 36 PERCENT AIR CONCRETE TEMP. 70 AIR TEMP. DESIGN STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 5 AT L LABORATORY DATA 11/19/99 3000 5.4 SACK 160173 NIA SLUMP 4.50" NIA 51 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 31210 11125199 6X12 28.27 105,000 3710 28 31211 12/16/99 6X12 28.27 133,000 4700 28 31212 12/16/99 6X12 28.27 124,000 4390 56 H 31213 1/13100 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERA!: ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE 'ORLANDO ' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF 18] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/18/99 DATE RECEIVED IN LAB SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 97 PERCENT AIR CONCRETE TEMP. 69 AIR TEMP. ----------- DES I G N STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 4 AT L.5 LABO RA TORY DATA 11/19/99 3000 5.4 SACK 160184 N/A SLUMP 4.25" N/A 50 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31206 11/25/99 6X12 28.27 93,000 3290 28 31207 12/16/99 6X12 28.27 118,500 4190 28 31208 12/16/99 6X12 28.27 113,500 4010 56 H 31209 1/13/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE • ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/18/99 DATE RECEIVED IN LAB ---------- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 49 PERCENT AIR CONCRETE TEMP. 69 AIR TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 3.25 AT N LABO RA TORY DATA 11/19/99 3000 5.4 SACK 160202 NIA SLUMP 4.25" NIA 51 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31202 11/25/99 6X12 28.27 79,000 2790 28 31203 12/16/99 6X12 28.27 108,000 3820 28 31204 12/16/99 6X12 28.27 109,500 3870 56 H 31205 1/13/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY• FT. LAUDERDALE• ORLANDO ' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS/ TRIPLE STAR ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF [8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/18/99 DATE RECEIVED IN LAB ---------- SUPPLIER Es·coNDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 52 PERCENT AIR CONCRETE TEMP. DESIGN STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 72 AIR TEMP. 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 2.25 AT L LABORATORY DATA 11/19/99 3000 5.4 SACK 160235 NIA SLUMP 4.5011 N/A 60 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31198 11/25/99 6X12 28.27 79,000 2790 28 31199 12/16/99 6X12 28.27 115,500 4090 28 31200 12/16/99 6X12 28.27 117,000 4140 56 H 31201 1 /13/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: ------- (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE 'ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF 18] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/17/99 DATE RECEIVED IN LAB SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 57 PERCENT AIR CONCRETE TEMP. 75 AIR TEMP. ----------- DES I G N STRENGTH (f 'c) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE CAT 7.5 LABO RA TORY DATA 11/18/99 3000 5.4 160017 NIA SLUMP 4.75" NIA 71 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31044 11/24/99 6X12 28.27 65,500 2320 28 31045 12/15/99 6X12 28.27 107,000 3780 28 31046 12/15/99 6X12 28.27 105,000 3710 56 H 31047 1/12/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO' SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE ____ 1_1_/1_7_/9_9 ____ DATE RECEIVED IN LAB SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT NIA TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 22 PERCENT AIR CONCRETE TEMP. 72 AIR TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 6 AT P.5 LABORATORY DATA 11/18/99 3000 5.4 159939 NIA SLUMP 4.50" NIA 51 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31040 11/24/99 6X12 28.27 90,500 3200 28 31041 12/15/99 6X12 28.27 130,000 4600 28 31042 12/15/99 6X12 28.27 120,000 4240 56 H 31043 1/12/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: ------- REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE 'ORLANDO 'SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF l8J CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/17/99 DATE RECEIVED IN LAB ----- SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT N/A TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 49 PERCENT AIR CONCRETE TEMP. 75 AIR TEMP. DESIGN STRENGTH (f 1 0) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE N AT 7 LABORATORY DATA 11/18/99 3000 5.4 159951 N/A SLUMP 4.25" N/A 54 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31036 11/24/99 6X12 28.27 92,500 3270 28 31037 12/15/99 6X12 28.27 127,000 4490 28 31038 12/15/99 6X12 28.27 129,000 4560 56 H 31039 1/12/00 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY• RAHWAY• FT. LAUDERDALE• ORLANDO• SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS VAN STATION PROJECT NO. 99-443 PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR GRANT GENERAL CONTRACTORS ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. NIA SAMPLE DATA REPORT OF 1K] CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE ____ 1_1_I1_7_I9_9 ____ DATE RECEIVED IN LAB SUPPLIER ESCONDIDO READY MIX MIX DESIGN PSI -------------- MIX NUMBER 354 P MIX DESCRIPTION TYPE OF CEMENT NIA TICKET NO. ADMIXTURE POZZ SLUMP SPECIFIED MIXING TIME 51 PERCENT AIR CONCRETE TEMP. 73 AIR TEMP. DESIGN STRENGTH (f '0) PSI LOCATION OF PLACEMENT 3000 @ 28 DAYS SAMPLES MADE BY SLAB ON GRADE LINE 10 AT Q LABORATORY DATA 11118199 3000 5.4 160001 NIA SLUMP 4.50" NIA 66 G. TARANTINO AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH 7 31032 11124/99 6X12 28.27 85,000 3010 28 31033 12/15/99 6X12 28.27 116,000 4100 28 31034 12115199 6X12 28.27 124,500 4400 56 H 31035 1112100 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (psi) TESTING ENGINEERS SAN DIEGO (619)-715-5800 FAX (619) 715-5810 ATLANTIC CITY' RAHWAY' FT. LAUDERDALE 'ORLANDO • SAN DIEGO REPORT OF COMPRESSION TEST PROJECT FEDERAL EXPRESS PROJECT NO. 99-443 --------------- PROJECT ADDRESS 2495 FARADAY AVE. CARLSBAD CONTRACTOR TRIPLE STAR ------------------------------ ARCHITECT/ ENGINEER CRUMP/ HOFFMAYER ------------------------------ BLDG. PERMIT NO. CB992829 PLAN FILE NO. N/A SAMPLE DATA REPORT OF IBJ CONCRETE D MORTAR D GROUT D HS GROUTD PRISMS D OTHER PLACEMENT DATE 11/4/99 DATE RECEIVED IN LAB 11/5/99 SUPPLIER SUPERIOR MIX DESIGN PSI 3000 MIX NUMBER 354 P MIX DESCRIPTION 5.4 SK W/POZZ TYPE OF CEMENT II TICKET NO. 261311 ADMIXTURE W/ POZZ SLUMP SPECIFIED 4.00" SLUMP 5.00" - MIXING TIME 45 PERCENT AIR NIA CONCRETE TEMP. 78 AIR TEMP. 85 DESIGN STRENGTH (f 'c) PSI 3000 @ 28 DAYS SAMPLES MADE BY R. MOTSINGER LOCATION OF PLACEMENT LINE 2 @ P IN FOOTING LABO RA TORY DATA AGE DIMENSIONS TEST AREA (sq. MAXIMUM LOAD COMPRESSIVE (DAYS) LAB NO. DATE TESTED (inches) inches) (lbs) STRENGTH (psi) 7 30190 11/11/99 6X12 28.27 78,500 2780 28 30191 12/2/99 6X12 28.27 128,500 4550 28 30192 12/2/99 6X12 28.27 132,000 4670 56 H 30193 12/30/99 6X12 28.27 -DISC ALL SAMPLING AND TESTING PERFORMED IN GENERAL ACCORDANCE WITH ASTM TEST METHODS. *ACTUAL MEASURED AREA. REMARKS: TWO (2) 28-DAY TESTS COMPLY WITH PROJECT SPECIFICATIONS CHECKED BY: DATE: REVIEWED BY: R. DOUGLAS PROVINS, RCE 56018 DATE: (\,1 , ·1 / REPORT OF D V NUCLEAR DENSITY TESTS D SOIL (ASTM 02922 and 03017) D AC (ASTM 02950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Probe Depth Moist. Content, % ,,:~ 1 •< J I , • • Wet Density · · · .· . . WET DENSITY .2 · Dry Density (MOIST. + 100) X 1.29) Maximum Density .4 ·4-l ,. -~ Optimum Moisture % J.' L,.5' % of Maximum Density 1J; % Density Required c--· :J q-5' Test Numbers Date Tested MD Curve No: GUAGE MODEL PROJECT -~ TECHNICIAN WHITE-Office , : ; ,: lr+i;.·. rtt-t -t 4-I,.... i ,.s; G-~ GK 9''5 qG q& < 1\ ~ 'lS' v v -~~·,\( 3 6 7 15 .. ':_: ;-LOCATIONS -cM GUAGES/N 4D8t, WORK REQUESTED BY PROJECT NUMBER ATPR~SITE BY PHONE D THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD FICATIONS AND ALL APPLICABLE CODES CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_ot_J Project Name _ ___,_fu___::;..:c..fb<------''--'. ________________ TESD Project # __ 9.:......c...9_. _{/-_½_'3 ____ _ Address -----=-W--1-<· --=·.s_· __,_M_· '--~--'~,--~---..c..;;· '-"'~'--h-~-"-------------------T< General I Subcontractor _____ ~-~-------+-/_'i~_~----jL-· ..,,:......:,.!t.".-...,,..'S_¾______,· ,___~/----=~'-'-c.=.::::.:::...L..t--= .. '2:::..:2-=+t ________ _ I -..S~(I/~~ l I ·-S'&-v_ '..((,,,I,, I Building Permit # DSA # 1 -__________ ....,,.,...._~s~-w,.,..__.,-d~~~1t~~-----:L-~-i1aC....z_,;, • .;;z,.-;~------------ Plan File# OSHPD # __ _,·z=<---=S'-k_,,/J=---'-l~_it'i""';a,_.,,,..,~----------f~ ~ 1n~1<. Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation A_ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks ?--_r_H-=re-=ac:...t ...:cmc...::..::Ji:-:.:.·J.;i!..:.--J.'--__::~,--e.=-_·/e:J--'· 1,_·-J-_q..:..-/'---~--'-!=---_·~_4,_, _/_<,>o_:x;_t,_·-1---c_fc,._·:f<s--=· -''!'.........!·Pi.,z_-==· =---==.v~· ~-~-....J-.,.:....·,.,.1,:::.:· ,_,:l-=·~~--..:..:'>:....· ..:..N..:..· --=.G_·.,,._· lt/-r:-vA, C(,'~ ·~ ~ Ot--P{_ 67 61. f:¼ d,,.,,wn. n//.,;,_ J)-e,1.fii;y fe.;,r r· ... ;th:n--iu! ,.-a,fy ·-t« ""o/?',fem>tvf, ,. e~ ... , iJ./ i:vt1~ c.::.i-• Hie. IV& .£..;,c:.,7/1-i .-p e::t.:f-''Vv .U-S·f-b S°'6 C'~. 7Z..tc. w,:,..A, ·f,r,-_1.:_ <-1r~ 't.J-4 ,_,,; Awl'-S'~ C,fJ·,d,:·fi~'j -ttv ~ ~---""'--..ru.d'~ ,, ,})1-tf.'>E., ei.::a-.is-,&:•!:.-.~ 'Db ~~'-%+ 6 a':>~n'ly.:. ~f-~·-Ye--/Jn~,/,r J.oe~: · ' Q. .'3.·-/4-ct ();:_~ .U,,iA. Cl,~,. f IU');lt, s•f; ' CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __ ___,f..'-ec,_€ey..L-_( __ ,t-,t;~fl)~l.....;e1,'-1 _______ _ f {Print Clearly) INSPECTOR'S SIGNATURE_...,..~"'------""~-----_______ _ 7 CERT. NO.---------- DATE_7/......,__u_~-~-1-----=--== Form#003 z:_·_ REPORT OF NUCLEARDENSITY TESTS ;tJ' SOIL (ASTM D2922 and D3017) ~ AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS Probe Depth RESULTS RESULTS g .- RESULTS 7 \.i~1e; \ 'ti\= Moist. Content, % : s:;,.. --I-<tf. I r·-9 g __ 2 7-lf. 7, B i ; ' ·1 ,, ' ' ii Wet Density I 1.t. ~ . WET DENSITY@ Dry Density (MOIST. + 100) X f6 , ' ,.x,, i ()t, ·3 /"2-£,; /)--7 ;3 Maximum Density l~ /71"r 131,c_1-lo//,.-·:~ I ·5),J /'3t.:r· i5l$" Optimum Moisture % 7~ 7,.) r-S 7-.r- ; I I ~ l I l I % of Maximum Density q(,7 C/1-6 'j:~ 'l? I 1~ t l % Density Required 5 cy.s t!>~ c.rr c.1:r-· Complies ~Not . V ,/ V -----"Co~~ply v V i ' ,t' \ I ,j? Date Tested o/;_t .--1---------i------i-------·--· ,I I i\ \ ··-··----· . ~-·-·· --·'!-; l-? I Ji -i MD CuNe No. / TEST l,:,ndk. " · L:OCATIONS I~ ·A· 1 '. -1:!.Q,,_·~::;r. =----------------------'---;t---',vv~_v-"-----'------------V ,. ·, -')~_ -k- _µ - GUAGE MODEL JTU'f,.t--ell ~u .& PROJECT ~ C,..f. lf-8 3S > 1 /li ·f !.::,-V t:/-'O t s /'2-f Os ., /0-('0 S /.?f:J~ /';;l. ·l1 ' • '3,S GU~ ''-Q'(.;> WORK REQUESTED BY L.tr-u{ t- DATE $ G<r.s h'<r /J1,yx,.xf • Cei.it'-1;;,-.,<c.i' i --di> ·--"-l,i!_ ii --,:le -. --r/4(! -- .,..,c~ _s1 ---,.,.,,u AT PROJECT SITE BY PHONE D ' . r ~ ----THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE -Office CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name ------~~--.,,~· _________________ TESD Project# __ c,_'-rC?_'_~_w_· _-_3 ____ _ Address _______ d--<.f_· _'1:_:S-_~~--"'td.,?-)+----------------------- General I Subcontractor ___ ~_Vl../rn,j __ -____ /'-----'-~---'------'--~-· -'1---'-----,J.,l'-·_Gwrr-__ ··_r._1. _z.._z .. _, ·_· ____________ _ Building Permit # _____ ,.c..,,.,._~ .. _i_d_X,_ .. -\, _____ DSA # ____ /_r_-c:.,v_+-------------- Plan File# /-W:<:t' Jtt~bi.,, OSHPD # ___ l_-_6_1_:,. ... _,~_· _________ _ Government Contract # /-i-vr::..A-/r'~ Other I · ~'-r lt/Z-vC1..- ./-~:,?\.. /Y"'-c-4:. INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete -XSoil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base _I_ __Cone: Mix #/psi __ Specifications __ Masonry _L subgrade 4; __ Cone: Mix It/psi __ Sizes __ Struct Steel ~Asphalt Concrete __ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons ~ Temperature zzs-v"J= __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __2sL Soils Technician __ Mortar Samples ----Units: Block __ Eh:ictrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks /trru,...:,,:O. 1'Y1 ~ Cw,( fV111:,,,,,~I ~"-"-""'-il½~ j -r~-m~ ilvi. ~ ,__1;Z'l.!I .,)11..('"},r~ ·6 t~-4_1--O.'IJ( 2 A-J..v,_., 1/ fi~{h---) •"-$7 ~ ,;· ¾ 2. -4 /17!.. Ci'.Cl:''c."; /1-C ~~;· /dc..-t.1> INI ·w~~ P'&·' ~Y~•/ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME -------1-/-fl __ ~_-·_, __ /b=· ~VL-f-=n,;-J~Lz_-,1(/_ .. ______ _ / (Print Clearly) INSPECTOR'S SIGNATURE ~- ./ CERT. NO.----------- DATE_-~?:::1-'>f~/2-~_i_' __ ,--~ + Form#003 _,,/ /,., REPORT OF NUCLEAR DENSITY TESTS ~ SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Moisture Probe Depth Moist. Content, % Wet Density . WETDENSITY_2 Dry Density (MOIST.+ 100) X t@J Maximum Density Optimum Moisture % % of Maximum Density % Density Required 4 ') rl-. t ' /)// .. ) /Of. I /vg /g .r __ ?O·- /),/.3 /!9-i/ /Of lo&-/Of /8 --,t--/~ /f 9t1 Com~lies Does Not , V v ;./ . Comply 8 al', . . . , ./ _ , V -===----------'-'-1-1--,1/-.~_((,,f·l,,_ __ I?/ l!J<!.-1~ 13/ v iy:,:~! ,4/ ·, n/··-, IF;/ !,.!l[.i/11,/ TestNumbers v ~,2-··v ~-· 17 ~,~ 7 -~~~: v ~ ~"f.,..,. / Date Tested ?JI )1 ~ "J,../ MD Curve No. 7 7 7 7 7 LOCATIONS COMMENTS GUAGE MODEL GUAGE S/N C/.otlL RESULTS PROJECT PROJECT NUMBER y ~ q:.J-if'I-3 TECHNICIAN AT PROJECT SITE BY PHONE D RESULTS -l THIS REPORT DOES NOT RELIEVE Tl-le CONTRACTOR OF HIS RESPONSIBILITY TO-BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE -Office CANARY -Field Technician PINK • Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_i__ Project Name __ _,_f?d __ ~_-_' ________________ TESD Project# __ ~_1_-_l01<_-_· -~----- Address ----~R~t.M..s-~ __ A_~ __ y.,.._-=r-(b._·_,,.._(s_6_·~------------------- General I Subcontractor ~ / (3-n)D~ 2 2. t / &t.,u'-5 ~ s Building Permit # ______________ DSA# __________________ _ Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ ._Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch_ Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation _)l/__ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks /in:w-<-.tl PYJ .f:,,k_ ~ <Sdvt.d.J-4-f · ~ /~-n,.,_JJ ob~-~ '2 pd ;(''tee. - /'YihtT <xf.4,J Cu¥-6 ,/gi,,M,. ~ "'tlv -..._<p«fi-. ~ m j -ct.;-s:'i r' C/Jz,u r';f &-0, P?:J ~'::.J -9JwA... <;1~t:, {3rd,v/U,f.. s;/4,,<;k-,I :fl~ '(p7<>4 'J. f,yfv;vv-.,t' ~ckr fyv,,--,,;r/-'-;,oAvl ~~ ,v..;,.,,l c::t. ro10z,, ;fi c~~ ~ ..f'~-'ft'..,:/ C7V ~11y ~!,/rf,Jf\-4~ Oh.,.; :#- ~rrd q,/,,i;r4-NJ' G kW · /1.n';e ~ a t. tlk_ ti:'4-c~· (tl½t;} ,.,~ ~J¼Jl:, 9-e~ lN..,/ M ·-jv_-flv.v ~vV-J dJt-,i_ ·/-J ·{;J.J J,Y:;tf.rn-1 } ~ &~- 11.fa.l ~ ~I<. 111,-, · Field Representative# ~t'\i.t,A--...., 1~n11 , -v• ~"' ... '1 M ef t1f:1 !)rct;-elA)~ '-::11f1/{rr.-r<-'.A CE~TIFICATI N OF COMPLIANCE:_AII of Jhe observed ~ork, unless otherwise stated, is in con mance with the approved plans and -:hW eu,r!,/ '><'df'v oJ-th tY\ <tf' f,-i)1 ,y N 11/f 'ft) 10 fVt {,~ ~ specifications amo/the workmanship provisions of tHe applicable code. INSPECTOR'S NAME ~-,(f!:§}i,. /t7YTZ)U/\,) T (Print Clearly) INSPECTOR'S SIGNATURE ~ 7 CERT. NO.---------- DATE_~W_,__~_Y/~~-~-----T Fonn#003 ,;:.,, REPORT OF NUCLEAR DENSITY TESTS ~IL (ASTM D2922 and D3017) 0 AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density ···J_J_~ Standard Count -Moisture Ll-08 Probe Depth g 1 ft f Moist. Content, % ' i 8-t '1··S I Wet Density l¾-3 11½·°1 . WET DENSITY , Dry Density (MOIST. + 100) X 1 O(r) r~~i /¼-/ A I Maximum Density /11~~--l i;1 .. r Optimum Moisture % ,") rX 7-,..s 7-5 % of Maximum Density 9& qc % Density Required -~-~ '1~ "j.J Co~Not Comply V V ~ff?/J t\r{S V '{---~r v--y V V y Test Numbers -~fi~ . ·, J / '.,11::17" Dc:1.te Testeg/ '11:1_1 /oa / ,J , fa..-~ :>:._~ MD Curve No. Gtu. w., etir~y /€?I Cil*'Ji. I rn TEST ,. ·ti/' f/._t1,1, l¥ATIONS , NO, 1, \i-t 1 -•a' • • II I vm1 I COMMENTS GUAGE S/N 73?;3 WORK REQUESTED f Y ~·· t-- DATE AT PROJECT SITE D ~ THIS REPORT DOES NOT RELIEVE-THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE -Office CANARY -Field Technician PINK -Contractor - Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 of J ---- Project Name _ __.L@_· .....::;__:~:..:,._ _______________ TESD Project# __ ..J.~_.7._-_l/:c._. if...:..' ~3=----- Address _____ oZ_tf,__·_~_s-----'~'---Yod __ c;:71"T, __ Q-._,,..../s_ba...._.J<--"'----------------- General/ Subcontractor __ __,;;c;;Ji'----~-~--_··---,,,1/~_(!3:T) __ o_..-e._1_2_2_,_---1/'-----/Z._os_s_· l __ c_:mi_c..;_' ----------- Building Permit# ~ ,_ Sc::;1::o/2-21'.:i' DSA # /-$ fe>,f' c:f..,.4-'Yl Pl F·1 # 6l -bt:::j,le:.d-e (~0,1...,JPD # ______________ _ an 1e _ SH /-/7:-.dR-?-> Government Contract# J -s fe:.c-,,. ./47'.l©ther • INSPECTION Concrete -- __ Prestress Cone __ Masonry __ Struct Steel __ Fireproofing __ Pile Driying __ Non-Destructive __ Batch Plant ~Soils Technician --Mechanical --Electrical __ Bolt Pull-Out __ Roofing __ Waterproofing __ DSA --OSHPD __ specialty Remarks &r1 ~ u,., I rG' cv-oa /, MAT'L SAMPLING __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Reinf. Steel __ Tendon (PT Strands) __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Steel __ H.S. Bolts __ Fireproofing __ Roofing __ Other t..rz:Pv-p,;,,_c,/"- QTY MATERIAL DESCRIPTION --__ Cone: Mix #/psi -- --__ Cone: Mix #/psi --__ Cone: Mix #/psi --__ Rinf: Rebar --__ Rinf: W.W.F. --__ Rinf: Tendons --__ Grout: Mix #/psi --__ Mortar: Type/psi --__ Units: Block --__ Units: Block ----Steel --__ H.S. Bolts --__ Metal Decking --__ Electrodes --__ Fireproofing --__ Other -- ·-, INSPECTION CHECKLIST __ Plans __ Specifications __ Sizes __ Slump __ Air Content __ Temperature __ Unit Weight __ Consolidation __ Electrode Storage __ Torque Applied __ Load (Pounds) __ Thickness -- -- -- __ Corrective action required __ Corrections completed ___ /~ ~ Prok ~-r J-4,::1,.trru, .t::?r?.d. C-1.~fenvJ...dl ·-h,jj t..:f -· ,, wc'l.i::..J..,;t '"' '"fttJ ~!J ~ ~-.x, fl. 2. fr:<At._dA.d. ~~ ~;;.' I)~ ,.;...-1·& dn...rt ' Field Representativ:; , ~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. _/) ~"'.·~ 4n~1· Y,-/ INSfiECTOR'S NAME __ __,..1,l'-~-=-"--<.:1"\.....-1'_--=........_~~---o/----r (Print Clearly) INSPECTOR'S SIGNATURE ___ ...::./S-~. __ ---c_._-c_----r,-=-~--------·_· __ C--· CERT. NO.---------- F€PoRT OF NUCLEAR DENSITY TESTS OIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS Standard Count -Density Standard Count -Moisture Probe Depth Moist Content, % Wet Density I/Cl, . WETDENSI Dry Density (MOIST. + 100) X 1 oa tjq,) Maximum Density L\-vi r ,-._ /?,,, Optimum Mqisture % LX % of Maximum Density 1~ % Density Required CjtJ v Test Numbers Date Tested MD Curve No. GUAGE MODE~1LA1]'L t .6 THIS REPORT DO OT PER THE PL: WHITE -Office RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS .. e'l I'., 8'' ,,, 71 .. 3 J,C ·"I 1]'1,S- c::1q IO'-/;/ jf)tj, -0 7-~ q.,~ .. t" rq-r-- "1l. 92 or..J. '77 q~ er~ qt'' 'TO qD C,~) c-· 0 1fJ i/ v' v' v V .... -~ -~Vfj t,."t.U-f'ii-' ' ;,;,-5 \~ GUAGE S/N ·733·;, WORK REQUESTED BY PROJECT NUMBER Lrn,.- D E CONTRACTOR OF HIS RESPONSIBILITY TO BUILD- ATIONS AND ALL APPLICABLE CODES CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT ,/- Page 1 of J ---- Project Name __ __,__~__, ..... · __________________ TESD Project# ___ Cfct.._(-'-----W_~_-~ ___ _ Address ---------'-:;;u./J'---'_'q=:_s-=------..;@-'----_K>d-'-~-'-+,-...::..GL6_-'---~...:c...=c--------------- ~:r / A ~_s-c1• r"""-'~?. / r::::;,, A'?'7.,'>'2-J General/ Subcontractor ________ ·,_~-'---,.-~_!..> __ -v_,-=-~'---'-----v--~_,,,=_,_ 7 t:---___________ _ I Building Permit # _____________ DSA # __ __:::?--_..-_.n_~_,_-=g=----------- Plan File# _______________ OSHPD # __ :i--,-~_/;_/4.-,~,__---::---,---=--------- / ·-lJk.<..f Z.:,=~ Government Contract # ___________ Other ----,.--= .... ~=&£..,,,.· "F--"-I.C..c.-e.d'---,-c-_~.::._--,,-,,_ _ __.J-,...__4:._~_--'=· I S~ "-h-4-,:.,vlf-< INSPECTION MAT'L SAMPLING QTY --Concrete __ $oil -- __ Prestress Cone __ Base -- __ Masonry __ Subgrade -- __ Struct Steel __ Asphalt Concrete -- __ Fireproofing __ Concrete Cylinders -- . L I "' MATERIAL DESc~~~~., l~ION CHECKLIST Cone: Mix #Ip£ __ __Plans ______ _ Cone: Mix #/psi 'ffi?St> __ Specifications J ,£ •. ,-1u< r.:-rJ v __ Cone: Mix #/psi____ __Sizes ---v---- __ Rinf: Rebar_____ __Slump ---ifF=----- __ Rinf: W.W.F._____ __Air Content ____ _ __ Pile Driving __ Cone Flex Beams --__ Rinf: Tendons ____ _ __ Temperature ____ _ __ Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi ___ _ __Unit Weight ____ _ __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi ___ _ __Consolidation ____ _ --Ji-Soils Technician __ ry,ortar Samples -- __ Mechanical __ Grout Samples -- __ Units: Block ____ _ __ Units: Block ____ _ __ Electrode Storage ___ _ __Torque Applied ___ _ --Electrical __ Masonry Prisms --__ Steel ______ _ __Load (Pounds) ___ _ __ Bolt Pull-Out __ Masonry Block --__ H.S. Bolts _____ _ __ Thickness ____ _ __ Rooting __ steel --__ Metal Decking ___ _ __ Waterproofing __ H.S. Bolls --__ Electrodes ____ _ __ DSA __ Fireproofing --__ Fireproofing ____ _ --OSHPD __ Roofing --__ Other ______ _ __ Corrective action required __ _ __ specialty __ Other --__ Corrections completed __ _ Remarks z¾:r: we.el 6!'.l ~R Q..!Z ~.(ed @ 7 ~ "i .Ant, /<o~· ~, 1 p,.r1-t..~ C-e?-ic<-<:fe ed-!t~ ?. ~ 011:ry ~~ & I e, Gj ~cl bl/I. -t§ hr;-~ 4 Cylt11d,,,_ ~/~ b -~ ~Q } ~s~ ~~ ep,~v.vl-~ .. -~f-~ Ce~ ·-A-1v' ~ 11f ¥Loli Mtkl< ct.A t,t.,'e(J? cl O /\ ·-(/v -pn,i.Jh. btbrpvdl €_ ·-ttv tv£ ~ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise state specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ----,+-/l-<6__.,· "-'4!;1,...""-'-~(Pi(+,~..,;,Cle"-ar.;.,4ly:.c..'U~.""'J.___ ____ _ INSPECTOR'S SIGNATURE ___ _,,,,~"'--~-=-><--~------/ CERT. NO.---------- DATE ~ Form#003 rY REPORT OF NUCLEAR DENSITY TESTS ~OIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS I Standard Count -Density l21o0 22Yl. Standard Count -Moisture f~ 483 ---p Probe Depth 8~ fJ r, ,.~-gt; E /,, g ,;-, Moist. Content, % I ~'I) ./0 ,-LL I °t.-7 '),j.. cf 1J!, I }Cf ~J ' Wet Density /o2!>:.5 /;;i_l} h ti.. ( i /~4.-7 /~,7 /ob. 2 Dry Density WET DENSITY L /()3,;; joo. (!? 6/<t;J Itri·,. ff (MOIST. + 100) X ;!_9,fY /c:::>.J /t!V. _.:.; Maximum Density I f J}O-Jog /08 //0 pi; /VJ ! l '-t I Optimum Moisture % /'< /J.' Ir~.-IC/ 17G j 7 { ~-,z (71,, { .. · % of Maximum Density 9¥ C,·3 er, ,, ~ <J-:.."'> 9·7 ,_) ,.-'qa % Density Required ~ 90 cro t:jO Cjt 'JO c~ot v t/ v ,/ ii Comply ,-j.t~ ,/ ~_.;, ~,......, y ,,;:.::;t(' ( ' ~(i' p-~: ;c· ·• ·j ' V -·'"1,,. "".~-r· y .. -;;;; ·-1, --y lV~~ ~7 ~ • I Test Numbers ~ ~-· _pr· I J .,;<;, ... ,. Date Tested 3/2°\ -~ MD Curve No. I 7 7 I 7 7 --" ·" LOCATIONS COMMENTS GUAGES/N 33 PROJECT WORK REQUESTED BY TECHNICIAN AT PROJECT SITE D THI WHITE -Office CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT /-Page 1 of / ---- ~~ cryc1 --•:fif,-~ Project Name ______ ..... ~ _________________ TESD Project# __________ _ Address ,;x1c-;r p;i~'t:.l-ty Gv-~ ~,.J ------------------~"",,--------------------------- General I Subcontractor ~ / Bvo 1<1 2'2A ::::z ~1"15 .: .2 S.c ':"-11---rr ~-bic.d,e_ Building Permit # ______________ DSA # __ 2-'7-----=£~';-E·'-~-{3~1+-rz:;""'11:~'-t',t;------------ Plan File # OSHPD #_-'-/-_~ __ ·,A.. __ r;:_,,.,_u,_,"'""· __________ _ Government Contract # ____________ Other ___ I_' -~---· -..·--r,/rJ,_--'-f---'-r_t_ll--'4''----------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete __ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation _& Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples --__ Units: Block __ Torque Applied Electrical --__ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ ~"'~ ·fYv 7'<¥~?! ~6;t:v:""''" c-~r -~ Field Representati1v~e~#=~~~,..::!_L:_l--_-_::-3:~~~~~==,...__ __ _ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwi specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ____ ---+-/Lt_fb_rGrt--~~_,_,h-J_'l'I_LvN_·· __ _ /,r (Print Clearly)( INSPECTOR'S SIGNATURE~_.,,.,,/2'--_-_~----------./ h .. 14-/4~ DATE _ ___,_,_..,,__....:::......,H,~-l!...!C-------,-Form#003 -// REPORTOF NUCL~NSITY TESTS ')s!SOIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density Standard Count -Moisture .. Probe Depth 8'( Moist. Content, % /~-2. Jq.'f 21· !J- Wet Density J/c/,.Cf , WET DENSITY @) Dry Density (MOIST. + 100) X 100 Maximum Density /Ol/ -//0 ---/N /10 Optimum Moisture % ,\ ' ' C:<. fq .. r I 1-s.- % of Maximum Density % Density Required 9·6 Test Numbers Date Tested -*1',,r, , I MD Curve No. &;;" I I !('lWJ: LOCATIONS V V ·-J I COMMENTS ' I GUAGE MODEL ' GUAGES/N. ·rµ ~ J+tt.i 333 PROJECT WORK REQUESTED BY PROJECT NUMBER ~ ~, l 9ct-W.3 ' DATE AT PROJECT SITE J J",(0v [] BY PHONE D THIS REPORT DOES NOT RELIE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY -Field Technician PINK -Contractor ·)d SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS Standard Count -Density ?:¼(' Standard Count -Moisture tfBJ ~ Probe Depth -~ B~ \t f Moist. Content, % { /q, ,.-Pt.;;l. Wet Density /20,7 /Jg.7 . WET DENSITY/ Dry Density (MOIST. + 100} X jgs) to/. tJ. '19t Maximum Density L(, /ID_ ltf Optimum Moisture % ,;J ;7, C:, Jg,,,....- % of Maximum Density Cj~ 9d.. % Density Required 5 qo qD Co~Not Comply ./ o/ Test Numbers V ~1J"'l ~,'&)_-.~~ ~ y -... , ·~.,;, { _ _..:..,...,; \<r-f-... I · Date Tested 11~1/lZ! I MD Curve No. I 1 •-i ST LOCATIONS ) ' _.J_ y REPORT OF NUCLEAR DENSITY TESTS RESULTS RESULTS RESULTS y V ~ S~ e-"(61~ _Mwy !flA.pl,7/# t!J.£ ,•k/ !}:,o~/ €/\Vl (bci:3f-j)W1iif'ri) ol.,r ,, " ' ~<.., a..t: 1; (.,.t,,-J tL Sit~e ,, , ,. ~,:s '-·' 11/ ..£,'WI S\u'<.--1 c1.L _., ./, .. ~~ ) @ s;· oj /,Q-«J-,i~iq dick.. f:7 t1/t~ tvall (I V v J , J .. V l COMMENTS GUAGE MODEL GUAGES/N 733 PROJECT WORK REQUESTED BY l-d'vt-( TECHNICIAN AT PROJECT SITE D THIS REPORT DOES NOT RELi E THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 . San Diego, CA 92111 INSPECTION REPORT Page_1_of_ J::::;;. /~ c;q_ <j..U_? Project Name ---"~----'-· __________________ TESD Project # _____ r<-..;_._J ___ _ Address-----~--:_§----~-~-'-~----, __ Gt,,._·-~-'-~---=-· ________________ _ General I Subcontractor---~--_· ___ -r-/ __ 6_·~---·z.:._•_4~_3!¥;_-'-· __ 2 __ .-S'_~_~~-'-:tfV'-"" __________ _ Building Permit # _______ 7 ________ DSA # ____ 2-___ Z_k_~_o1.:c...·, __________ _ I -"v'~ ptt,-cl: Plan File # OSHPD # ___ =----,---+--------- 2 --S-A...;<-, 4'2:"~ Government Contract # _____________ Other -----~/----...... s--t-_.....,,._3/'=-·-i.,../i~'u,..,.r.r-,,.,.,...,.,,f!J,_,!.c;~----- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing _-_ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature --Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight --Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation -)!__ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H.S.Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --OSHPD __ Roofing --__ Other __ Corrective action required __ Specialty __ Other --__ Corrections completed ___ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ____ /¼_~ __ ;hq~....,..·?V~11 l-r._'I/ _____ _ ( (Print Clearly) INSPECTOR'S SIGNATURE __ .,-~~----vt_-_· ______ _ CERT. NO.---------- DATE __ y_~_i4~;.-~ ___ _ Form#003 , · REPORT OF NUCLE DENSITY TESTS ~OIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density 22J:) -I . Standard Count -Moisture t./q").. ~ Probe Depth ~r g <> Moist. Content, % I JCf .. 9' yt·. 2. N./ IC/. 8 ')-0 -& Wet Density IJ..1-::J-. l~/.<j' iii,/ /'rD·f / Je.,. ~ Dry Density WET DENSITY? (MOIST. + 100) X ::@g /0/,._f" /oJ.c/ qq.~ /OD, (:, 97~ Maximum Density 4 JC'i /bl r'8 Ci ' ·-fr>JJ lo+ I .,,..., ,,, -/'}.( Optimum Moisture % oz. Ii 1:r fg % of Maximum Density C/tf C,L} 9:;, u °11/- ----% Density Required ~ °JO Cj"ii C/li Cjo 9/J c~ot v" v' V v v Comply ,,... V ~t--· 'Y. ···:)0~)_ y ~~.:jy y t::,-;)·1-:,., y l{' :,:· _·i";..; / V Test Numbers '-···+'~ ... ~ ~-. .....c,t s.1:,-, sg_·" __ ., ~-.J. -,#' Date Tested 3/a; MD Curve No. 7 7 7 7 5 ~1ST NO, LOCATIONS !W-S\.t,b~·y;k ~ f2 1. tUd's] 5,t; f.} 17" 6. .. ·innt re-/JI t:-4 (}.,-r1e,-. F-r~ :.~ f,/ ,, 8ti ·'s , ,fl,..,,,,._ ,,, r ----..,d,,._ t a~·£ 1\/G-pi~ -dt - .1~ -cA.-SE -elA '3f/ • w 4q'S' -t~ V ;tJilc~ .. .,.. ~(3 /1] JI-c:Jrae7'1 Nut,,,-. lt1~L,~# 2 ~j~-CA"---;,:.• L, (!.! s;..v; 6 ,,ll.:t /c, :.,"':'-7 ·ft it1r;.d.,~ ikA W. Iv t",.11,;.{( 7, Allen &'eek aerf/ IT :3 ~ .2. 19·~, 2.0·~<-, F5:;; I/ V , -C ;~ 5fud-s~b.7icvR s,~c;M '). IJ/dei runn1/tq ttl ·tvn'>\ Onni Sf-~79 r •' ~·~ /-f 7~ I~ . N 7 S CA-.1-6 FS& r.e..1, .. .-~ . I .. • GUAGE MODEL 'TJ1-#}CU!h't. ?1/tlfi PROJECT ~ /,--,.. THIS REPORT DOES NOT RELIE PER THE ·P~S, SP WHITE-Office ., , COMMENTS GUAGES/N WORK REQUESTF° BY ~ PROJECT NUMBER AT PROJECT SITE BY PHONE D THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD IFICATIONS AND ALL APPLICABLE CODES CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_ Project Name -----~--· ___ ,. _______________ TESD Project# __ 1_C/_,.._v,_· 'f_·-_.s" _____ _ Address ______ !2;p(;~_U_~~------· ·__,/'_~_ ..... _· ---~-~----------------- General/ Subcontractor _____ ~ ___ ·----,<-/-~_-· _'tr;e._q_·z_2-___,,_/ __ ~_-_._' __ /4p __ huif __ -_______ _ Building Permit# /-~ ~ /-h,~-t--.. lr~k. ' ~7.,.r-~ -----'----,-. __ -/ _________ _ Plan File# /--OSHPD # i-s . ..:..:,, t.!'d.,.r-____________________ /-s~o /-s-h-t c4«-. rvotl..e-r Government Contract# ____________ ·_ ther ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation ~ Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ Steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ QSHPD __ Roofing --__ Other __ Corrective action required --Specialty __ Other --__ Corrections completed ___ Remarks , "uJ c.1n ,&h Q,;. .::,Ji=,t.,,_k,I c,,r-r;:t t:At--n.J.·,,,.._• o6;e..,..,=t,,;.., • o,3 .~u.~ ~ -.:9½ ,V'-ttv ~ u a1 i-' 5'c J.,t,;,t,IA. o ... ~--l..,ll ,, ri,AL ~{:f "-riv ;e.,,n.; 1'111--.d b Or(m 'i:11--te,w rd&-t> olrre ,. /,K.1l ,St,./2~.:e.. .6~ Alt~ ~-UJ•d tr z )!,<~ (~ l~n ~ed C\..ff-v et~-i:t & ~ c>..J~-i·.S: .. _,,u:, ·Mg T'''~~l',fvt, 'Ii'\;, .s.rctd-., aa cli f= -fo:~ ~l.p111.-/-._ /).:>n,~ -;/4-1V /'~t~:~ rNMCJi,M N~ 17 (71,'-V '}~'1/; c::r;~':>1- r <i/ /&4u· /tsjVk.'.<JLI-&fr-'trk._,i b~ j?PCi:M~ ~ k-wy .~ (.~,& 'J ct-I-(bi,,,'ck,.l /1-ifr·,. C-<.J,/4 specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME __ __.___µ_:_t;/<. _ _,m=T~ZJl,.,_1_'\/_1 _____ _ ~ ~[£,~ INSPECTOR'S SIGNATURE_.,,...~-------------/ CERT. NO.---------- DATE __ ~_,__'31_/i_o_2 __ ----=,........,,,= Forrn#003 ,;?-REPORT OF NUCLEAR DENSITY TESTS [)SOIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density "'-f../fif Standard Count -Moisture iot--s..?, 8 t, 8 !/ gr ~-If Probe Depth .I -7,q 7-C. <ifc:l 7'f Moist. Content, % \ I Wet Density /g.r I ?1~~7 1,8-,~ .. y- Dry Density WET DENSITY 7 ru.,.; JI{,. '1 /'J.J. ...J (MOIST. + 100) X l OgJ f µ(:.J Maximum Density Li r /3t.C !?:I~ /'JI-~ /3/._;; ' Optimum Moisture % c9 -,.r 7--~--,.--- j,) _,. 7· I % of Maximum Density 1r c;r:,, '1? 17 ~ 1r 1J.., / qf .... % Density Required 1~ C~Not b" (l~~ ,'7~ M V Comply ~· '+:-i~-;r--_,.. ,·.,.;; Y l ·---a\ y "'•y •, ~I /,;o i}"',;,~.f;' Y .. -,.<r!I / y y Test Numbers 157-~J}.:. §-I+(;:/ ~J(>-(~_.,, ... Date Tested lf/j-4/s~ "'' r ws- MD Curve No. /Ji-~ ~ .'.C, A• , ~ -7 ;ilc-e-:.f l :.,......,_...). ~ r7 /,y, ,T LOCATIONS '~ N 7., t.f/,,u I'S e4; b £i .r,IJ 7')F ~) ff--,,.,.,._ NE off,-u {$~ a,.,.n,.:v C&us fl. ~--#:' l,fd'' ~l;;,. /\le Df f5k/t· L ,"J , ~ 'tA,I tJ& 's -I-Ne C,.IAY'b (.:.-f,yn-,,.? r w- ;v,,; . (jvO' $ ' /.11µ./ .,,~ 1, t,id4 J..7., w ..;-.. ·-F, he rn,._~-:/.;,;.it/'(_ i<,'?A.--.J<..e" e ,v:..,) ..,. ISi~ 6-r-~ •I , ~ . .ffµi ~;-w "1 1/-¥ "s 9t.i ; cf ~ s·· t.1,I 4'Y no1r ,: IS4.u. t,w,,af i1$idui I /,t,b-...JJ, It l 9 OtA.:'.,. ~-f.c.k StcwG --&' COMMENTS GUAGE MODEL PROJECT PROJECT NUMBER '?'':/· i.j;<.y._3 TECHNICIAN NOTIFIED (SIGNATURE) BY PHONE '"" 0 THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of l_ Project Name --~fctl __ ~ ________________ TESD Project# __ Cf ...... -...... c/_-_Y'_V_.'--=$=------ Address _____ 9-<l __ q_T __ A_' _t~ __ l_,_f--,-&i_·_~_·_w ____________________ _ ., r General/ Subcontractor ____ ~---r,/ __ ~_d_, ,_· i.::_4>7_1 __ A.s ___ ~---'.___tv:_.,,£) ___________ _ '3--~kf d"'-n' II, Building Permit # ______________ DSA #-..---.-----..-------------- /-c:.v~ /YIA.o...,(, Plan File# OSHPD #-=-__,~----..-------------'Z _s kj 7 i,;;;:7..:.,_,-Government Contract # ____________ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.E __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation ~ Soils Technician __ Mortar Samples --__ Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry.Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts __ Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H,S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- --DSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ tot:id. t\..f 'Vu> '/~Uf<.:f? ;~ 6-e.d t5~'/J.()/rZJJ C(,?"'y7·~ ·~v: /,.,f,~ ~'-(/c:,,t~"' trk7 ct.:f-tlv} .J(,(_re;/1 t:*"-1 0 /'~ ~?'\} j.-Sevvlq,1 ,/2-,f 'fi> ·t.-v ti~Lid41 u:f·uy "' <Yo/ P"' r C.;/1~.( ~1 ·-fo ct la:~~ M ~ ~ -~,. ~c z [l,ZSf) ~ ~ ~ 4· oh~ 2-M r>t.fa' a.nv cef-...(h; G-'i:,-· • - ... 1 r 1 ~ , Field Representative #-'--'"""""'~~'----l"":::...5...,..e..--"""''---------- f/V ~ 2 -ttv ~ fl,U ·~ lk.. ·-fµj A( ~ ?4.-1 CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and ~"' U4.t.1.. ~ i"R-tt AC q,.._d s~A.. ~, ~ke:vtuJ17 specifications and the workmafiship provisions of tTie applicat«e-3ode. / -~- f,) ct 1411:A J So of-" INSPECTOR'S NAME -------N~iC-=-,'~,,____,,,~,,_bd~·?)}_~_A,/~---t:·. (Print Clearly)' INSPECTOR'S SIGNATURE_---,7><!>_~--t:-----'~·------ CERT. NO.-----"------- ~/4;cro DATE--------~--Form#oo3 £-REPORT OF NUCLEAR DENSITY TESTS )Stso1L (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count • Density t/l-<77 I Standard Count -Moisture q":Sb1' ·- Probe Depth 3 fl f fl I, .. g, ~ f,,.. t l B -:::.. I Moist. Content, % ' <cv 77 g.'f 1 9-.. '1-0-,--7-Cj '5·2. Wet Density 11r~..r /'~,G,,J-/%•,<-, 1,.1:3 t -n, .. .3 jyt,{. i I 3J-:.1 Dry Density WET DENSITY--::7 I,<!: 2. I ,,{.J •. 'I-/11&d---f),\_f. e I 2.. s.··-; 2 f Y-J-;t_/ (MOIST. + 100) X if..Q.9} r>'4,- Maximum Density LL I (7:Ji,J t,i--.1 j3J,S /3i--:r 13/J 1-:;1-,-l ·3 I J_,..... Optimum Moisture % f \ 7.r 7-r 7.r / 1-C d. 7· j ,, . .r 7· J-- 96 "'ff,, CJJ -.,, .r % of Maximum Density 9f" C/l / Of.i ,--crs-% Density Required V) err ?.s eif" 1 r 7J '1 r ,/ ....,--v' i/ Co~ot Comply V f/_.-·r . V ____ ,, Y <:·: -~---v~ ;/ ji]/ ,. : ;;:--,_•, L._ lV -~-.· / ···.~:>--\~ ,,.,_.."'+, ti..~.;,-~:~ < - Test Numbers ~-,~ ~\ ~-y··;.-~:-_L.-<-" .::r~' ~ -~ Date Tested fit., f MD' Curve No. (Yl,l~ ·f,\, ~~ ~c:21&......, .. ,I 1 /.J-M./ ' .. 1r !Yu< . --- l~\lT LOCATIONS r, ' 1 ~ C¼u.> 1I &'t-ie. ,ve 9i /3ftl4 --;e,' w ;)_tj.. 'A) ,&-. ..... /V(3 f3{e&. C"n,_,,_, -pJ ~:t'.; ~ I 'J 11~6 '±_n11 A/£ .,, --' 1q,. A) ··olt-_j,_ ,..,,;·.,.. D' -~ ,t·:::i]t·· ·--d< -· ltf" w t £o '.S' ~ J,J6 C<-<rt. uvn....,,.., ~--YO. .. ,fL?l ~\.-Jt-NW7. t>iP½ PjJ,{)t 4-i .~ ~ f O ··5 fr""' t.J (A) i--.1r i, C--1,-v-n..1r-A-u>"'-" fitPt ;.a, lJLfO ,;;;~A.t<--11,• r.'< . V • ~ f N6 v f r,1·, -~--z,,o 'E c,.··.s~ ... A/i..l1 uwb (''2...~ f'~f<;.,",,_,,, .S <?~jM*'r'l/r·-f:i. ·y---dl, C,f,Y71-<~ ..... ::"., ,,,,,,,_... ?~?8--do-. ~ N d r1 l,X-,"1.-,'1 ,· r,;,-s 1 c.-i-t1 .... -A-rr.,,..· 17 "w ,., An:r,r, ·-*"1-1 p;;. n'-c1. czy__ 2 =-Cv..A,')r-h '- ~I~, ·-/4 t:i, ) t JVvV t 3; 'JV J,r e l ,vw 15 le'::J. 0.)V)1-.'-r, ....... , .J COMMENTS~ 3 GUAGE MODEL GUAGES/N /)'tJ,,-3 Jolt PROJECT WORK REQUESTED BY PROJECT NUMBER ~€¥ H'M. 1ECHNICIAN AT PROJECT SITE BY PHONE g D T IS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY -Field Technician PINK -Contractor S,&l ,t;.-. REPORT OF NUC(EAR DENSITY TESTS -~ SOIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density ft~7 . -Standard Count -Moisture 95-'6'1 -r f Probe Depth '-'' t'J/ ' T Moist. Content, % ! ~~J g .,, $)·9 Slf. 8,1 g,4 7,/-?i l '·.J Wet Density /'3:f~<j l'¾·.g l'¼~r /56, I )31·-i:J~,S /''rf.. ~ Dry Density WET DENSITY~ (MOIST.+ 100) X -;),if' r /, , .. C: /')'Ip, I ,,,,,,,.-r~ .,J /1-,r~t J)d"":'~ I J4: . .--I J..4•·9 Maximum Density LL i3is-· /J/.J-/ 1.,J,.{ / Ji--J--/3/.,j-/'si-s /J;., JI \ ' '.?-X, Ii Optimum Moisture % u. 'J.j-7-J,..,, 7--J-7-f' 7.T J.f' f F"'f.._- % of Maximum Density qs-qt, 9'J,,... qy;--91.., q1-crs- % Density Required r;:.=) q.s.,, q.s-'1S-, 9i' °IS' '7 .{' 1~-- Co~Not V v" v' V V v ,/' Comply lY' ~J~f\Y ~i: :t·i V ~ :,'. '!' V -~4,·· / ·--, 'Y ·,,. ·/ ----;~-~ :t ' -... ~ I ·!,( Test Numbers ~--~ ~ Date Tested 1-k . y MD Curve No. ,;u..e..~ ,:a~ ,, ~ et Cn,.t~ /!.ud -- ~)¼~ "ZJU · g J IJ~ :;q/ S .. if/ t:= ,jvmi ~u/ c,c,v11.,,.,,. 1 j /fZ'~tf;/ ?IU'c.t c;ir:-<b. g, G ..._;,;~: :,5"31 ;JA--~ } 'fsi~i I C/i? ,-N_ i2. .. e ·& ~a {f$J~<s C-cv11"{_ -d:t VV I?~ ~ 2 '-/-·-.S ~ J ,· E= Ji:on. #~ /,J..yctn,,. ·f ft-·~( Q. .7i1~.-.d (~~\L .. ---=?J1;.....:___ ___ ·....;..,1v_1_w_2_~_1~~+--_1_3_:l_--./--'--w'---l_'q_·.s:_· ~f>=,_' _AJ_1-_· .J_13_~.....,,.,__& __ 11~_-.,.., _______ _ ~-'3:, ·5,""'J"-',.J,__. _~-...::..,'e:/4_-__ /v1;_''1.!I_.,._· _l'c,.._!Q_· ,_~~-' .......;;..B-t; _ _,,_.s __ .3_1_'_e_+-fe-~ __ ;_v_c:_e._N._t_~ __ A_11_~_6_I_G2_:k._C1>_rrai' __ :,_· _I ___ _ COMMENTS GUAGE MODEL GUAGESIN n1C-3 le?$ PROJECT WORK REQUESTED BY PROJECT NUMBER L_ TECHNICIAN AT PROJECT SITE BY PHONE D THIS REPORT DOES NOT RELIE E THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY -Field Technician PINK -Contractor ~SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) P,--REPORTOF NUCLEAR DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density q,;i,77 Standard Count -Moisture ?a<"/ Probe Depth 8# Moist. Content, % \ 18 8i9 Wet Density /¾~-'37~8 . WET DENSITY'"? Dry Density (MOIST. + 100) X,.1.9,0 /74,:1. /Ylt'~ Maximum Density Lt t~t.r 111/t" ' ' Optimum Moisture % :) 7-S 7f % of Maximum Density ft,,, q& % Density Required 5 1,r ·c,__r Co~Not ,/ v Comply V. .. ~~j~S LV' c--;fJ'., V y y 1/ V Test Numbers ~·-· ;-\_, ··~-- Date Tested 1-1~ MD Curve No. fY1.j) . .,,,,,. I Ji.- ,._~ ~~, e;/" Ca..-at~ % TEST LOCATIONS ~ .,~-itsr. a&e w -=ti/ s " _ _; ~ '~.r w7 1 i5¥, (/I) I ·fr-n-Nw /Jicl&i QyJ1.,.,,,_ I e sJt ,~tJ.? j:J~ 1 7/A-SU) tt/1:J/~, U,()' s .G" w -~ ~Ii! ~~ #-C.--i-?tc· ..S /4tb e_ ffft~lt ~ ~'- COMMENTS GUAGEMODEL PROJECT PROJECT NUMBER t/ q ~ (/-(fl·~ TECHNICIAN NOTIFIED (SIGNATURE) BY PHONE D THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE -Office CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 789S-Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of_f .Project Name ____ ~,_fed---"--"·&~· ______________ TESD Project# _CJ~q,_:_w__· =·3~----- Address _____ ,_[l_c,f.-'-~----_._§_r._~_;(:.....:4=Y----,,--'(A=· -'-'-,._,f.s.=-·~....:.."'=d).____ ______________ _ General I Subcontractor _____ G---")~-1'11'_' _ _,_;_·g=-eA._s_··_.,_A-j.,___&-F-p~"~~-u_·-'-----------------r t Building Permit # _____________ DSA # ____ ~_-_,Q_Yee_-_,t_d_r._tt~m~~r_c_l_'l,.;f_(___·~--- Plan File # OSHPD # ___ 11--_--_s_~_· __ l"_1e_Jic._l~------- {-'1;~~ -1-<A_ 'T,,k c,/<.: Government Contract # _____________ Other ______________ ...__ ______ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete --__ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rini: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rini: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rini: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation __2!. Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds} __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness __ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing __ Fireproofing -- __ OSHPD __ Roofing ----Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ I ' Field Representative =~n,.l\,,,{/v'- CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME /'-116ex..._ ~Lt-\/ -7~'------"-----'-~(P~rin~t =c1e-a~rly~) ----------CERT. NO.---------- INSPECTOR'S SIGNATURE 4't-<.,,1,~ / DATE ________ --=-__,= Form#003 / REPORT OF NUCLEAR DENSITY TESTS 1)(1 SOIL (ASTM D2922 and D3017) D AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count -Density i:-i. 3p Standard Count -Moisture 48/ Probe Depth l3 ., .... . Moist Content, % ' -:i;.{J ' . Wet Density (C7, 7 . WET DENSITY~ Dry Density (MOIST. + 100) X 1,Q. c,·,.s Maximum Density ~ 1°1 Optimum Moisture % , ..... \ (1·-r ·-,1, \-~--· \ % of Maximum Density '1-g % Density Required ~ °JO Co~Not L, Comply y l-,~s \_,,,, Test Numbers ~'G• ~ lY' y y y --t-1 Date Tested If /r2../"o MD Curve No. s TEST LOCATIONS NO. 94. ~;J-tt.<,~r.,k ~Ct-.Jt S s,cle C r..7./'rA I') ~~,. YI-, 2 I J 15 i .Q)t'G i-1:rnJ/,f J 2-... ~-S? 1 Ct..:r6 /-~ y ' .. V -I -, "' '\, i.~ .. -l'J COMMENTS GUAGE MODEL plt}y.teA GUAGES/N PROJECT~' PROJECT NUMBER err, t.rfS TECHNICIAN DATE, 'ffz/L'tcl AT PROJECT SITE BY PHONE D HIS REPORT DOES NOT RELIEV THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE -Office CANARY -Field Technician PINK -Contractor Testing Engineers -San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page_1_of _j_ .1:2 J ~ ,. Cf!_ t{-y. ~ Project Name ___ r~"-17~~~------------------TESD Project # __________ _ Address ______ ,_~_lfvl_·_~ __ H"'n __ '<....;;;.A0--=·~4:--=:-r __ ~_-__ .---'----'·· 13A,.,.__=D-. ______________ _ General I Subcontractor __ ~Gf2:-~'c_A-__ n~7~----------------------------- Building Permit # ______ ,i-· ___ c~>_k;p_-__ lo_~ __ 1.,;,_DSA # __________________ _ I ·-if.,~-ko,.r. Plan File# OSHPD # ________________ _ Government Contract # _____________ Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Concrete __ Soil --__ Cone: Mix #/psi --__ Plans __ Prestress Cone __ Base --__ Cone: Mix #/psi __ Specifications __ Masonry __ Subgrade --__ Cone: Mix #/psi __ Sizes __ Struct Steel __ Asphalt Concrete --__ Rinf: Rebar __ Slump __ Fireproofing __ Concrete Cylinders --__ Rinf: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams ----Rinf: Tendons __ Temperature --Non-Destructive __ Reinf. Steel --__ Grout: Mix #/psi __ Unit Weight Batch Plant __ Tendon (PT Strands) --__ Mortar: Type/psi __ Consolidation -r Soils Technician __ Mortar Samples ----Units: Block __ Electrode Storage --Mechanical __ Grout Samples ----Units: Block __ Torque Applied --Electrical __ Masonry Prisms ----Steel __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block ----H.S. Bolts --Thickness ___ Roofing __ steel --__ Metal Decking -- __ Waterproofing __ H.S. Bolts --__ Electrodes -- __ DSA __ Fireproofing --__ Fireproofing -- __ OSHPD __ Roofing --__ Other __ Corrective action required __ specialty __ Other --__ Corrections completed ___ Remarks Field Representative# Q;..,..,~- CERTIFICATiON OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ____ /Ui __ G_· en_--=-,__,....,,,........,...,-fh_'l,_ .. T_Dv._. A./_· __ _ (Print Clearly) INSPECTOR'S SIGNATURE _---,,.c-~-----~{;(-~-------/ CERT. NO.---------- <./-/Q_ /ol> DATE-----------,=-== Fonn#003