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Home My WebLink About3618; CARLSBAD BL PARKING AT PONTO BEACH; TEST RESULTS;YI N March 9, 2000. ncooratefl Post Office Box 1239 Vista, California 92085-1239 ATTENTION: Bill Halloran SUBJECT: Laboratory Testing. PHONE I P.O. Box 600627 (619)280-4321 I I San Diego, CA 92160-0627 TOLL FREE I (877) 215-4321 6280 Riverdale Street F A X San Diego, CA 92120 (619) 280-4717 www.scst.com SCS&T 0012014 Report No. 1 Ladies/Gentlemen: Southern California Soil & Testing, Inc. has performed laboratory testing on the referenced materials received by our laboratory on February 29, 2.000. The test results are provided in the attached Table A. We appreciate the opportunity to provide our Materials Testing Services. Respectfully Submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. George A. Gavit, .R.C.E. #56564 GAG:clp cc: (3) WYROC Incorporated SCS&T 0012014 March 9, 2000 Page 2 TABLE A: LABORATORY TESTING OF WYROC CLASS II BASE SAN MARCOS, 2/29/2000 SIEVE ANALYSIS (ASTM C 136), percent passing Sieve Size Metric (Standard) Class II Base . LU 12) 25 mm (111) . 100 100 100 19 mm (3/4") . 91 90-100 87-100 12.5 mm (1/2") 67 -- -- 9.5 mm (3/8") 56 -- -- 4.75 mm (#4) .. . 40 35-60 30-65 2.36 mm (#8) 30 . -- -- 1.18 mm (#16) 23 -- -- 600 Om (00) 17 10-30 5-35 300 Om (#50) 11 -- -- 150 Dm (#100) 7 . -- -- 75 Om (#200) . 4.9 2-9 0-12 Sand Equivalent (CALTEST 217) . 57 25 Mm. 22 Mm. Durability Index (CALTEST 229). Factor Coarse . 74 -- -- Factor Fine . . 54 -- -- Index . 46 -- 35 Mm. R-Value by Exudation Pressure . 82 -- -- R-Value by Expansion Pressure N/A -- -- R_Value* . 82 -- 78 Mm. Maximum Density, (ASTM D1557), pcf 130.9 -- . -- Optimum Moisture Content, (ASTM D1557), % . 7.4 - . -- Bulk Specific Gravity, coarse (ASTM C127) 2.47 -- Bulk Specific Gravity, SSD, coarse (ASTM C127) 2.60 -- -- Percent Absorption, coarse (ASTM C 127) . 3.3 -- -- Bulk Specific Gravity, fines (ASTM C 128) 2.47 -- Bulk Specific Gravity, SSD, fines (ASTM C128) 2.36 -- -- Percent Absorption, fines (ASTM C128) 4.6 -- Resistance to Abrasion (ASTM C535) % Loss After 100 Revolutions 12.4 -- -- % Loss After 500 Revolutions . . 40.3 -- -- Notes: () The R-Value is the lesser of the expansion pressure and exudation pressure methods. A Traffic Index of 4.5 _.wasassurnc.dJnihc.cxpansionpressure'method - (I) CALTRANS Standard Specifications, 1992 Edition, Section 26-1.02A, "Class 2 Aggregate Base", 3/4" Maximum, Operating (2) CALTRANS Standard Specifications J992 Edjppççion 26102A Class 2 Aggregate Base",3/4 Maximum Contract( c' Testing Engineers -San Diego, Inc. Established 1946 LABORATORY TEST REPORTS Date: June 12, 2000 Job No: 99-519H Job Name: PARKING AT PONTO BEACH Address: Carlsbad Blvd. Carlsbad State Beach/Park Carlsbad, California TESD Lab # 54697-54698 Report No: 1246 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 6/6/00. 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 (858) 715-5800. Respectfully submitted, ... .•. .. TESTING ENGINEERS-SAN DIEGO, INC. A7 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. 921 11 [858] 715-5800 Fax [858] 715-5810 TURATlON CURVES EC. GRAy. EQUAL TO: 3 r 135 130 125 I'. 120 10 115 110 105 ID]IØ COMPACTION TEST REPORT Curve No.: I Project No.: 99-519H Date: 6/6/00 Project: PARKING AT PONTO BEACH Location: WEST SIDE OF CARLSBAD BLVD, STA. 165+90 Elev./Depth: Remarks: TESD LAB NO. 54697 MATERIAL DESCRIPTION Description: BROWN SILTY FINE SAND Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> No.4 = % < No.200 = TEST RESULTS Maximum dry density = 129.5 pcf Optimum moisture = 9 % Water content, % Plate TESTING ENGINE I TURATION CURVES EC. GRAy. EQUAL TO: B 7 B 135 130 125 I! 120 115 110 105 IOC COMPACTION TEST REPORT Curve No.: 2 Project No.: 99-519H Project: PARKING AT PONTO BEACH Location: STOCKPILE, STA. 163+50 Elev./Depth: Remarks: TESD LAB NO. 54698 Date: 6/6/00 MATERIAL DESCRIPTION Description: CLASS 2 AGGREGATE BASE (RECYCLED MATERIAL) FROM SOUTHCOAST, CARLSBAD Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>3!4 in. = % %cNo.200 TEST RESULTS Maximum dry density = 125.5 pcf Optimum moisture = 8.5 % Water content, % TESTING ENGINEERS Plate Testing Engineers -San Diego, Inc. Established 1946 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: June 15, 2000 Job Number: 99-519H Job Name: Parking at Ponto Beach Address: Carlsbad Blvd. Carlsbad State Beach/Park Carlsbad, California Report Number: 1288 Plan Number: N/A Permit Number: N/A Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): June 6, 2000 June 8, 2000 June 9, 2000 The tests were performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is the responsibility of the contractor to schedule retests or reinspections of any areas that do not meet project specifications. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers - San Diego, Inc arr y7side~nt, 3EC9)' Vice Engineering Total Pages Attached (5) Testing Engineers - San Diego, Inc., 7895 Convoy Court. Suite 18 San Diego, CA. 921 11 (858] 715-5800 Fax [858] 715-5810 Testing Engineers - San Diego, Inc. j 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT 7L7 Page iof Project Name TESD Project # 9QS/Q Ii Address °C" 2/d £&J &te /,0c Ce General / Subcontractor 41 Building Permit # DSA # Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY Soil Base X Subgrade Asphalt Concrete _______ __ ______ I MATERIAL DESQ1PTION— -/k _______Conc: Mix #/psi _______Conc: Mix #Ipsi Conc: Mix #/psi _______Rint: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rint: W.W.F. _______________ -Air Content Pile Driving Conc Flex Beams _______ _______Rint: 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 -Fireproofing DSA Fireproofing ______OSHPD Roofing Other_________________ ______Corrective action required Specialty - _______ Other ____________ ________ ___________________________ _______Corrections completed Remarks F: 7Z Ci'7W cke2/i') CJ& / 2 Field Representative #________________________________________ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise statid, is confance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME (Print Clearly) INSPECTOR'S SIGNATURE 7''* CERT. NO. DATE Fo,Tn#003 O Testing Engineers - San Diego, Inc. 7895 Convoy Ct, Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 10f4_ Project Name TESD Project # ?c? rq # Address General / Subcontractor Building Permit # Plan File # Government Contract # DSA # QSH.PD # P Sd Other '- Wak Th&eJc: tv- / INSPECTION concrete Prestress Conc Masonry Struct Steel MATL SAMPLING QTY _______ Soil _______ Base Subgrade -Conc: Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix #/psi Conc: Mix #/psi Mix #/psi _______Rinf: Reber ________________ INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. _______________ -Air content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Aeinf. Steel _______ _______Grout: Mix 41/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 Fireproofing DSA Fireproofing OSI-iPD Roofing ______Other__________________ ______constve action required Specialty Other ____________ _______ ___________________________ _______Corrections completed Remarks PK i 2cJt1e4' hu!i al l p (i'Jk 4i Li ! t' -t r ,pcJC' ' / (2i— A11 .J4k- iJ'JJ. e fi' $i tVci7& I I p-,,)9 0 /1/&4 t4O 51:t c g j '1/& d 44t fq .- 4 vrt4V . ?c? -64, k j2 e '14 9s~5ej C'vJ' ,'arcr-a-t tT'4 (0L, 7j ' CERTIFICC1ION 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 / (Print CIerIy) INSPECTOR'S SIGNATURE CERT. NO. DATE FonTltl003 Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 /_ Project Name Project Number s_lct (1 Test Date Page _L....... of Client kej Test St Material Structure Test Location and Elevation or Depth relative to... 5 P h. 157-7O u) QJbcte Ipgf S £/y $ij /)iAi- i:; 16- 34 - çL CIO __$ f /6 -/-t4'ô /7 z. R&t4a/ # I cy &4ytij JX4,XS 7124 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0= Other Test# / Probe Depth (inches) - 3U 6& 8bit, Wet Density (pcf) /')'f'.4 t>9.'i f?); / ,.C3 /3g. / (33.! T3 -3, Dry Density (pci) /17 ,,) 4;- l7 rc 4e Moisture (%) 37 MD Curve Number Maximum Density (pci) Relative Compaction, AC (%) ?7 ?- 9 ?7 Moisture, RM (%) ?C Relative ....3 ..'3.3, ..3 - 3 .-; Optimum Moisture (%) to/ Specified AC (%) ''j 9 r (Yes/No) \fO Specified RM (%) _________ Conformance )'j )/ )' y )E tT Nuclear Gauge Model and Serial Number: 7f1.(ca4 WE/ 13' ' (V ). This report does not relieve the contractor or their 4sponsibility for performance in accordance with the plans, specifiIations and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: Client's or Contractor's Acknowledgement: Name: (icA naliq /(C1(4t?\. Signature: White- Office Yellow- Contractor Pink- Field Technician O Testing Engineers - San Diego, Inc./--Pageof 7895 Convoy Ct., Suite 18 _ San Diego, CA 92111 eLrV -- i, '39O INSPECTION REPORT Project Name P k ti TESD Project # Address I3I'& General I Subcontractor Building Permit # DSA #___________________________________________ Plan File # _________________________________OSHPD #_____________________________________ Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY -Soil Base - Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix li/psi -Conc: Mix li/psi Conc: Mix li/psi _______Rift: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Conèrete Cylinders - -Rinf: W.W.F. _______________ _______Air Content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix li/psi ____________ -Unit Weight 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 usquired Specially Other ____________ _______ ___________________________ _______ Corrections completed Remarks (0 CAt hze '9s- '7F •fl To -( •,irP b ° 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 /'?4'7 - (Print Clearly) INSPECTOR'S SIGNATURE 54K._______________________________ CERT. NO. Form#003 / 0 SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) REPORT OF NUCLEAR DENSITY TESTS 2 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count- Density Standard Count Moisture Probe Depth Moist. Contents % 0/ 6 1 Wet Density. . WET DENSITY Dry Density (MOIST + I 00 X 100 (j q€ 4, Maximum Density __ - Optimum Moisture % % of Maximum Density 9 cj' 95- '7's__ % Density Required Complies Does Not Comply Test Numbers 5 Date Tested 194-10. - MD Curve No. TEST LOCATIONS L /4f 'áS YI W-5, L OY -~- f 5 4J COMMENTS GUAGE MODEL I QIIJAIft,1111 /ka 3 PROJECT NUMBER PR OJECT fr(JJ (1i'P WORK REOUESTED BY BY PHONE TECHNICIAN I NOTIFIED (SIGNATURE) DATE AT PROJEcSE 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 ATLANTIC CITY RAHWAY FT. LAUDERDALE ORLANDO SAN DIEGO Testing Engineers - San Diego, Inc. EstablIshed 1946 7895 Convoy Ct., Suite 18 (619) 715-5800 San Diego, CA 92111 (619) 715-5810 NOTIFICATION OF INSPECTION HOURS Date: /"° Job Number: c1cçI9 4 Job Name: CO- j7 Address: c244 IS 1w cc•ik /zi- Type of Inspection: DATE START STOP REG. HOURS OT HOURS TESTING ENGINEERS - SAN DIEGO, INC. Inspector Name: 4u&41 -" For verification purposes only, does not necessarily imply responsibility for cost of inspection: Verified By: If Liar(ature/ Print NaLZ Company: C If Form#004 ATLANTIC CITY RAHWAY FT. LAUDERDALE ORLANDO SAN DIEGO Testing Engineers - San Diego, Inc. Established 1946 7895 Convoy Ct., Suite 18 (619) 715-5800 San Diego, CA 92111 (619) 715-5810 NOTIFICATION OF INSPECTION HOURS Date: 6(2/C0 Job Number: -s'q'fl Job Name: Q PO1 /3acA Address: C61J4 4te,? /?,4vt9 Type of Inspection: DATE START STOP AEG.HOURS OT HOURS 7 _____ TESTING ENGINEERS - SAN DIEGO, INC. Inspector Name: For verification purposes only, does not necessarily imply responsibility ,"t of inspection:ryr Verified By: (Signature / Print Name) Company: FormllOO4 Testing Engineers - San Diego, Inc. Established 1946 7895 Convoy Ct., Suite 18 (619) 715-5800 San Diego, CA 92111 (619) 715-5810 NOTIFICATION OF INSPECTION HOURS . . . ATLANTIC CITY RAHWAY Ft LAUDERDALE ORLANDO SAN DIEGO Date: . Job Number:_____________________ Job Name: qçr 811 Address: Type of Inspection: DATE START STOP REG. HOURS OT HOURS TESTING ENGINEERS - SAN DIEGO, INC. Inspector Name: J( For verification purposes only, does not necessarily imply responsibility for cost of inspection: Verified By: (Signature I Print Name) Company: Form#004 Testing Engineers Engineers -San Diego, Inc. r Established 1946 JUN 222Oflf) L FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: June 15, 2000 Job Number: 99-519H Job Name: Parking at Ponto Beach Address: . Carlsbad Blvd. Carlsbad State Beach/Park Carlsbad, California Report Number: 1288 Plan Number: N/A Permit Number: N/A Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): June 6, 2000 June 8, 2000 June 9, 2000 The tests were performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is the responsibility of the contractor to schedule retests or reinspections of any areas that do not meet project specifications. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers - San Diego, Inc arry32219)' Vice P/sident Engineering Total Pages Attached (5) Testing Engineers - San Diego, Inc.. 7895 Convoy Court. Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax [858] 7 15-58 10 Testing Engineers - San Diego, Inc. (2 j . 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1'f Project Name TESD Project # 9qS/ /1 Address C2 I i'd ct,&J &.tk / Ge é IF el General I Subcontractor £3az (cv_ Building Permit # DSA # Plan File # OSHPD# Government Contract # Other 1— INSPECTION _______Concrete __ Prestress Conc Masonry Struct Steel MATL SAMPLING QTY __ __ _______Soil _______ ' Base _______ Subgrade Asphalt Concrete _______ MATERIAL DESQIPTION— __ _______Conc: Mix #/psi _______Conc: Mix #/psi Conc: Mix 41/psi _______ Rinf: Reber INSPECTION CHECKLIST Plans Specifications _______Sizes Slump Fireproofing Concrete Cylinders _______Rinf: W.W.F. ______________ _______Air Content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature _______ Non-Destructive _______ Reint. Steel _______ _______Grout: Mix 41/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 ______ _______KS. Bolts _______Thickness Roofing Steel _______ _______ Metal Decking _______ Waterproofing H.S. Bolts ______ _______Electrodes ________________ _______ DSA Fireproofing -Fireproofing OSHPD Roofing ______Other ConectJvea]onrequired Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks c' J2a?' O/ 7Z ( k/C / ck.. 7 C4tJ I6IJ A1-, j1l- I c i1a, u.-L. 24/' jc 47 4/(Ck.4/ Field Representative #________________________________________ CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise statsir___nfance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME /-ø7( Qv0'4J (Print Clearly) INSPECTOR'S SIGNATURE 7 CERT. NO. DATE c- Form#003 Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT WA Page lot Project Name TESD Project # r7q Address '4 General / Subcontractor Building Permit # DSA # Plan File # Government Contract # QSHPD # t' S.d P_v Other Th&k. I-.-- VLI INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY -Soil Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix Wpsi Conc: Mix It/psi Conc: Mix It/psi _______ Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump -Fireproofing Concrete Cylinders - -Rinf: W.W.F. _______________ _______Air Content Pile Driving Conc Flex Beams _______ _______ Rint: Tendons Temperature Non-Destructive _______ Reint. Steel _______ _______Grout: Mix It/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 KS. Bolts _______ _______Electrodes DSA Fireproofing Fireproofing ______OSHPD Roofing ______ ______Other__________________ ______Co,ectveacton required Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks k. i gCA4&44a c J h'okø 'U ck$-y 7 C 1 ..744d '' cs2e1 OLAF .- 1vfl ,cJ%.-i 9 jeL S YQw c4,4e,t ctpcd y CiIt 74f 4 f1k 1A// - o(i (7 (jhcteP Field eJe# _ 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 /LoD.?(. /6i2VtM/ (Print Ctethly) INSPECTOR'S SIGNATURE CERT. NO. DATE Form#003 Project Name Project Number Client Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Test # Material Structure Test Location and Elevation or Depth relative to... 1' 16'?,t7O U pnA '7 &C4cJ IIO ~ -f 166 lkp 06— S / Qc- c s e p6 )-/-(o /' 1 14/0 7 Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AS = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0= Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# / Probe Depth (inches) 5 5' 9 9' Wet Density (pcf) -7.q fThI /).t3 /33 / f3- / i3319 Dry Density (pcf) /,7.?) /t ptI.— 1 ,9 (c Moisture (%) a.). (:?- 7 f I. $ 7. 41 MD Curve Number Maximum Density (pcf) )f Optimum Moisture (%) 9 Relative Compaction, RC (%) 9( 94 ....IL ? 9ä ?7 ?C Relative Moisture, RM (%) _i3 ..3,, 3 - 3.cl —3; 4,6 Specified RC Specified RM Conformance (Yes/No) JO Nuclear Gauge Model and Serial Number: 7fl4XCfr 5J(f f I f ,> /(, This report does not relieve the contractor or their 4sponsibility for performance in accordance with the plans, specifiations and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: 1ZC ç Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 i.r-ca INSPECTION REPORT Pageof_ Project Name V 4- Address Czrfc ét? /3 General / Subcontractor TESD Project # Building Permit # Plan File # Government Contract # DSA # OSHPD # Other INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete -Soil Conc: Mix #1psi Plans -Prestress Conc Base _______ _______Conc: Mix it/psi Specifications Masonry Subgrade Conc: Mix it/psi Sizes Struct Steel Asphalt Concrete _______ _______Rini: Reber ________________ Slump _______Air Content Fireproofing Concrete Cylinders - -Rinf: W.W.F. ________________ Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Relnf. Steel _______ _______Grout: Mix it/psi ____________ -Unit Weight 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___________________ ______Conadive action required Specialty Other.:-- _______ ___________________________ _______ Corrections completed Remarks (0 cr hie l/L.' 9S '?r •i ' r, 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 3,te - (Print Clearly) INSPECTOR'S SIGNATURE 35 CERT. NO. Form#003 0 SOIL (ASTM 02922 and 03017) 0 AC (ASTM 02950) REPORT OF NUCLEAR DENSITY TESTS 2 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count Density Standard Count --Moisture Probe Depth Moist. Content, % lee I 5 Wet Density . . f7 (31. $ .:(Z(O :•.. . . .1 ______ Dry Density (MOIST_+100)_X100 . WET DENSITY Maximum Density - Optimum Moisture % % of Maximum Density 9 % Density Required Q_ç -_._.• lies Comp oes Comply .• c. ____5 Test Numbers 6 Date Tested -f--& - -' MD Curve No. TEST LOCATIONS....................:... ..:• . . : . .•• • . - 4e -o i L- 1Zo h /t 2 tSV i 5 6P Mfu) COMMENTS : . •. GUAGE MODEL WAGE 51N f'/V Ale., PROJECT NUMBER PROJECT C791- 57ciAll WORK REOUESTED BY TECHNICIAN BY PHONE - [IFIED (SIGNATURE) DATE AT PROJECTI* 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