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Home My WebLink About3551; POINSETTIA LANE OVERHEAD WIDENING; COMPRESSION TEST REPORTS (2001-2002);Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 6i69 Project Name '3551 Poinsettia Lane Widening - Materials Project No 2001-184Db Project Address N/A Gen. Contractor Herzog Contracting Corporation Sub-Contractor N/A Engineer Dokken Engineering Architect Bldg Permit No N/A Plan File No 392-1 Govt Contract # n/a DSNOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date . 6/12/2002 Slump . (in.) 5.00 N/A Supplier/Plant PALOMARO2 Air Temp (°F) 80 NIA Mix Number 204002 Mix Temp (°F) 77 NIA Mix Description CALTRANS CLASS D _ Air Content (%) N/A N/A Mix Design 4000 psi 27.6 MPa Unit Weight #Error 0 Specified Strength 4000 psi 27.6 MPa Truck No. 865 Ticket #: 1283308 Load# 1 Time Batched 12:21 PM Time Sampled 1:31 PM Age: N/A Mm. Sample Mark: 2001-1840B SET 1 Delivered by JG Date Rec'd in Lab: 6/13/2002 Logged in by: N/A Admixture Gallons of water added at Specific Location EXPANSION VAULT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 1 83129 6/13/2002 6x121n 28.271n2 52,000 lbs 1840ps1 12.7 MPa 5 83130 6/17/2002 F1 6x121n 28.27in2 98,500 lbs 3480 psi 24.0MPa 7 83131 6/19/2002 [J . 6x12in 28.271n2 106,000 lbs 3750 psi 25.8 MPa 28 83132 7/10/2002 F1 6x121n 28.271n2 126,500 lbs 4470 psi 30.8 MPa 28 83133 7/10/2002 E 6x121n 28.271n2 127,000 lbs-4490 psi 30.9 MPa Comments: 28daytestm !I°i!.........-. ........ ... ................................................................................. ..... ........... ............- -. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-.86, C78-84, C61'?87, C42-90 Checked by: Date: Reviewed by: Date:_____ cc: City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 27706 Project Name . 3551 Poinsettia Lane Widening - Materials .. . . Project No 2001-1840b ......................................................"':\4 .:fl Project Address N/A Gen. Contractor Herzog Contracting Corporation Sub-Contractor N/A Engineer Dokken Engineering Architect N/A Bldg Permit No N/A Plan File No 392-1 Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date >2/20/02 Slump (in.) 4.00 4.00 Supplier/Plant PALOMAR TRANSIT MIX Air Temp (°F) 76 N/A Mix Number 203202 Mix Temp (°F) 74 N/A Mix Description 560C3250 APWA 4 Air Content (%) N/A .N/A Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 224 MPa Truck No. 921 Ticket#: 1245294 Load # 2 Time Batched 12:00 PM Time Sampled 12:55 PM Age: N/A Mm. Sample Mark: SET 1 Delivered by JG Date Rec'd in Lab: 2/21/02 Logged in by: N/A Admixture 5/5 Gallons of water added at START/Ml by HERZOG Specific Location APPROACH SLAB -ABUTMENT ONE Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 75788 2/25/02 [ii 6x12in 28.27in2 83,500 lbs 2950psi 20.3 MPa 28 75789 3/20/02 LI 6x12in 28.271n2 124,500 lbs 4400 psi 30.3 MPa 28 75790 3/20/02 LI 6x12in 28.271n2 125,500 lbs 4440 psi 30.6 MPa 56 75791 4/17/02 6x12in 28.27in2 . lbs psi MPa Comments: 28 da..test meets specifications.. . . .. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39;0 C78-84, C . 7 C42-90 .../ / Checked by: Date: Reviewed Date: Beniamin Shirer Staff Engineer cc: City of Carlsbad City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 19782 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED - S Sub-Contractor N/A Engineer NEED .. Architect NEED Bldg Permit No need Plan File No need Govt Contract # n/a S DSAIOSHPD DSA# n/a Sample Group Data - Report of Concrete Cylinders Measured Specified Placement Date 1/17/02 Slump (in.) 4.00 4.00 Supplier/Plant ESCONDIDO READY MIX PERRIS Air Temp (°F) 66 N/A Mix Number 860-RH5-10F Mix Temp (°F) 64 N/A Mix Description 8 ..Air Content (%) N/A N/A Mix Design 6000 psi 41.3 MPa Unit Weight pcf 0 Specified Strength 4000 psi 27.6 MPa Truck No. - Ticket #: 14867 Load # - 1 Time Batched 12:23 PM Time Sampled 12:55 PM Age: N/A Mm. Sample Mark: 1-17-02, 01-1840B, POUR #14 Delivered by N/A Date Rec'd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location VOIDED DECK SLAB S-2 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 2 73692 1/19/02 Li 6x12in 28.27 in 137,500 lbs 4860 psi 33.5 MPa 7 73693 1/24/02 Li 6x12in 28.271n2 139,500 lbs 4930 psi 34.0MPa 14 73694 1/31/02 Li 6x12in 28.27in2 159,000 lbs 5620 psi 38.7 MPa 28 73695 2/14/02 Li 6x12in 28.271n2 179,000 lbs 6330 psi 43.6 MPa 28 73696 2/14/02 j 6x12in 28.27in2 181,000 lbs 6400 psi 44.1 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39,fi6, C78-84, C6,177-87, C42-90 Checked by: Date: Reviewed Date:_____ Benjamin Shirer (.1 Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19781 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED ' Architect NEED S Bldg Permit No need Plan File No need Gov't Contract # n/a , , DSNOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/16/02 Slump (in.) 5.00 4.00 Supplier/Plant ESCONDIDO READY MIX PERRIS Air Temp (°F) 61 N/A Mix Number 800-4H5-10F Mix Temp (°F) 58 N/A Mix Description 8SK Air Content (%) N/A , N/A Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 4000 psi 27.6 MPa Truck No. 14851 Ticket #: 62 , , Load# 1 Time Batched 11:58 AM Time Sampled 12:17 PM Age: N/A Mm. Sample Mark: 1/16/02-01-1840B POUR #13 Delivered by N/A Date Rec'd in Lab: Logged in by: , N/A Admixture Gallons of water added at by Specific Location VOIDED DECK SLAB S-7 POUR #13 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 2 73687 1/18/02 7 73688 1/23/02 14 73689 1/30/02 11 28 73690 2/13/02 Li 28 73691 2/13/02 Li Comments: 28 day, test meets specifications. 6x121n 28.27in2 111500 lbs 3940 psi 27.1 MPa 6x12in 28.271n2 123,000 lbs 4350 psi 30.0MPa 6x12in 28.27in2 136,000 lbs 4810psi 33.1 MPa 6x12in 28.27in2 161,000 lbs 5700 psi 39.3 MPa 6x121n 28.27in2 165,000 lbs 5840 psi 40.2 MPa Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-, C78-84, C47,,87, C42-90 L Checked by: Date: Reviewed by:________________________ Date:2 Beniamin Shirer U Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19779 Project Name Pointsettia Lane-Materials Project No 2001-1840O Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED .Architect NEED Bldg Permit No need .. .................Plan File No ..!.ed .............................. Govt Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/14/02 - Slump (in.) 4.75 4.00 Supplier/Plant ESCONDIDO READY MIX PERRIS Air Temp (°F) 76 N/A Mix Number 800 RA5-10F Mix Temp (°F) 67 N/A Mix Description 8 ..Air Content (%) N/A N/A Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 4000 psi 27.6 MPa Truck No. 54 Ticket #: 14800 Load# 2 Time Batched 12:34 PM Time Sampled 1:06 PM Age: N/A Mm. Sample Mark: 01-14-02,01-1840B, POUR #12Delivered by N/A Date Rec'd in Lab: Logged in by: N/A Admixture - Gallons of water added at by Specific Location POUR #12 VOIDED DECK SLAB S-i Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 73682 1/18/02 F 6x12in 28.27 in, 111,500 lbs 3940 psi 27.1MPa 7 73683 1/21/01 6x12in 28.27 in, 123,000 lbs 4350 psi 30.OMPa 14 73684 1/28/02 fl 6x12in 28.271n2 147,500 lbs 5220 psi 36.OMPa 28 73685 2/11/02 1771 6x12in 28.27 in, 161,000 lbs 5700 psi 39.3MPa 28 73686 2/11/02 fl 6x12in 28.27 in, 170,000 lbs 6010 psi 41.4MPa Comments: 28 daVte meets specifications.. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39, C78-84, C42-90 Checked by: Date: Reviewed by: Date:.._7/)4/ZO Beniamin Shirer Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 19778A Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address - Gen. Contractor NEED V.. Sub-Contractor N/A Engineer NEED . - Architect NEED Bldg Permit.No need Plan File No need Gov't Contract # n/a V . DSA!OSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/11/02 - . Slump (in.) 4.50 -. - 4.00 Supplier/Plant ESCONDIDO READY MIX PERRIS Air Temp (°F) 88 N/A Mix Number 800 - RH5-10F Mix Temp (°F) 69 N/A Mix Description .!.........................................Air Content (%) N/A N/A Mix Design .99°..............Psi 4.3 MPa Unit Weight pcf Specified StrengthStrength 4000 psi 27.6 MPa Truck No 54 Ticket #: 14784 Load # 1 Time Batched 12:38 PM Time Sampled 12:58 PM Age: N/A Mm. Sample Mark: 1/11/02-01-1840B POUR #11 Delivered by JG Date Recd in Lab: 1/15/02 Logged in by: N/A Admixture V Gallons of water added at by Specific Location VOIDED DECK SLAB POUR #11, S-4 V V V Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 4 73444 7 73445 14 73446 28 73447 28 73448 Date Discard Dimensions Test Area Max Load Tested 1/15/02 LI 1/18/02 LI 1/25/02 LI 2/8/02 El 2/8/02 El Compressive Strength 6x12in 28.27in2 137,000 lbs 4850psi 33.4 MPa 6x12in 28.271n2 146,000 lbs 5160 psi 35.6 MPa 6x12in 28.271n2 160,000 lbs 5660 psi 39.0 MPa 6x12in 28.27in2 198,000 lbs 7000 psi 48.2 MPa 6x12in 28.27in2 182,500 lbs 6460 psi 44.5 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-6, C78-84, C4J,r87, C4290 Checked by: Date: Reviewed by: Date:______ Benjamin Shirer Staff Engineer cc: City of Carlsbad City of Carlsbad F/U Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 - I San Diego CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 19777 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED Architect NEED Bldg Permit No need Plan File No need Govt Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Concrete Cylinders Measured Specified 1/10/02 Slump (in.) 5.00 4.00 ESCONDIDO READY MIX PERRIS Air Temp (°F) 80 N/A 800 RH5-IOF Mix Temp (°F) 66 N/A SK Air Content (%) NIA N/A 6000 psi 41.3 MPa Unit Weight pcf 0 4000 psi 27.6 MPa Truck No. 61 Ticket #: 14770 Load# 2 Time Batched 12:54 PM Time Sampled 1:10PM Age: N/A Mm. Sample Mark: 1-10-02,01-1840B, POUR #10 Delivered by JG Date Rec'd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location VOIDED DECK SLAB S-2 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 4 73280 7 73281 14 73282 28 73283 28 73284 Date Discard Dimensions Test Area Max Load Tested 1/14/02 E 1/17/02 LI 1/24/02 2/7/02 2/7/02 Compressive Strength 6x12in 28.27in2 134,000 lbs 4740 psi 32.7 MPa 6x12in 28.27 j2 144,000 lbs 5090 psi 35.1 MPa 6x121n 28.27in2 155,000 lbs 5480 psi 37.8 MPa 6x121n 28.27in2 186,000 lbs 6580 psi 45.3 MPa 6x121n 28.27in2 175,500 lbs 6210 psi 42.8 MPa Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31-9 1, C39- 6, C78-84, C6 I 7(C429O Checked by: Date: Reviewed by: ZION Date./1I 2O Beniamin Shirer (I Staff Engineer cc: City of Carlsbad City of Carlsbad F(.é ,S)3•k, Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 25004 Project No 2001-1840b Projec Address G , OF ............................................. Sub-Contractor N/A Engineer FED ....Architect NEED Bldg Permit No flee . . ..........................................Plan File No ree. . .................... Govt Contract # n/a DSNOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/10/02 Slump (in.) 5.00 N/A Supplier/Plant PALOMAR ' Air Temp (°F) 60 N/A Mix Number 203202 Mix Temp (°F) 64 N/A Mix Description 560-C-3250 .. .... Air Content (%) N/A N/A Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. 61 Ticket#: 1231155 Load# 3 Time Batched TimeSampled 8:50AM Age: N/A Mm. Sample Mark: SET 1 - Delivered by JG Date Rec'd in Lab: Logged in by: N/A Admixture - ..................15 Gallons of water added at START by Pumper. Specific Location PIER 3 & ABUTMENT #4 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 7 73493 7 73494 28 73495 28 73496 56 73497 Date Discard Dimensions Test Area Max Load Tested 1/17/02 El 1/17/02 El 2/7/02 El 2/7/02 LI 3/7/02 li Compressive Strength 6x12in 28.27in2 84,500 lbs 2990psi 20.6 MPa 6x12in 28.27in2 83,000 lbs 2940 psi 20.3 MPa 6x12in 28.27 in, 123,000 lbs 4350ps1 30.0MPa 6x12in 28.27 in 128,000 lbs 4530 psi 31.2 MPa 6x12in 28.271n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39- , C78-84, C611 -. , C42-90 Checked by: Date: Reviewed by:/ Date :4,2199" Benlamin Shirer (I Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 19776 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address . Gen. Contractor NEED Sub-Contractor N/A Engineer N Architect NE Bldg Permit No need Plan File No need Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/9/02 Slump (in.) 5.00 - 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 70 N/A Mix Number 800 RH5 10-F Mix Temp (°F) 67 N/A Mix Description ffl SK Air Content (%) N/A - N/A Mix Design 6000 psi 41.3 MPa Unit Weight pci 0 Specified Strength 4000 psi 27.6 MPa Truck No ..Ticket #: 14747 Load if 2 - Time Batched 11:47 AM Time Sampled 12:08 PM Age: N/A Mm. Sample Mark: 1-9-02, 01-1840B, POUR #9 Delivered by JG Date Rec'd in Lab: Logged in by: N/A Admixture -- . Gallons of water added at by Specific Location POUR #9 VOIDED DECK SLABS S-3 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 73167 1/14/02 ij 6x12in 28.271n2 137,500 lbs 4860 psi 33.5MPa 7 73168 1/16/02 [.1] 6x12in 28.271n2 134,500 lbs 4760 psi 32.8MPa 14 73169 1/23/02 Li 6x12in 28.27in2 146,500 lbs 5180psi 35.7MPa 28 73170 2/6/02 LI 6x12in 28.27 in, 170,500 lbs 6030 psi 41.5MPa 28 73171 2/6/02 6x12in 28.27in2 180,000 lbs 6370 psi 43.9MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39,%6, C78-84, )C;)i87. C42-90 Checked by: Date: Reviewed by:-5(''/i Date: 244.0 0. Beniamin Shirer U Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 19775 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED Architect NEED Bldg Permit No need .........................................Plan File No nee. Gov't Contract # n/a DSA/OSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/8/02 Slump (in.) 4.50 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 81 N/A Mix Number 800 RH5-1 OF - Mix Temp (°F) 74 N/A Mix Description 8 Air Content (%) N/A N/A Mix Design 6.000 psi 41.3 MPa Unit Weight pcf 0 Specified Strength 4000 psi 27.6 MPa Truck No. 61 Ticket #: 14734 Load# 3 Time Batched 12:54 PM Time Sampled 1:30 PM Age: N/A Mm. Sample Mark: 1-8-02, 01-1840B, POUR #8 Delivered by JG Date Rec'd in Lab: Logged in by: N/A Admixture . . ........................- ...................Gallons of water added at by Specific Location POUR #8 VOIDED DECK SLAB S-2 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 2 73060 7 73061 14 73062 28 73063 28 73064 Date Discard Dimensions Test Area Max Load Tested 1/10/02 [1 1/15/02 fl 1/22/02 Li 2/5/02 fl 2/5/02 [1 Compressive Strength 6x12in 28.271n2 128,000 lbs 4530psi 31.2 MPa 6x12in 28.271n2 140,000 lbs 4950 psi 34.1 MPa 6x12in 28.27in2 157,500 lbs 5570 psi 38.4 MPa 6x12in 28.27in2 185,500 lbs 6560 psi 45.2 MPa 6x12in 28.271n2 195,500 lbs 6920 psi 47.7 MPa Comments: S Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-3..6, C78-84, C6fly C42-90 . / - Checked by: Date: Reviewed by: Date: 2/-7 oo Ben jam in S hirer U Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19774 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED ... .........• Architect NE.... Bldg Permit No need . ........................Plan File No need Gov't Contract # n/a DSA!OSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/7/02 Slump (in.) 5.00 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 79 N/A Mix Number 800 RH5-10F Mix Temp (°F) 62 N/A Mix Description BSK - .................-.... Air Content (%) N/A N/A Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 4000 psi 27.6 MPa Truck No 62 Ticket #: 14717 Load# 2 Time Batched 12:20 PM Time Sampled _1:00 PM Age: N/A Mm. Sample Mark: 1-7-02, 01-1840B, POUR #7 Delivered by JG Date Rec'd in Lab: Logged in by: N/A Admixture -Gallons of water added at Specific Location VOIDED DECK SLAB S-5 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 2 73106 1/9/02 LIII 6x12in 28.27 in 115,000 lbs 4070 psi 28.0MPa 7 73107 1/14/02 [ii] 6x12in 28.27 in, 122,000 lbs 4320 psi 29.8 MPa 14 73108 1/21/02 [Iii 6x12in 28.271n2 141,500 lbs 5010 psi 34.5 MPa 28 73109 2/4/02 Lii 6x12in 28.271n2 160,000 lbs 5660 psi 39.0MPa 28 73110 3/4/02 El 6x12in 28.27in2 156,500 lbs 5540psi 38.2 MPa Comments: 28 day test meets .pecifications... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C396 C78-84, C6 , C42-90 Checked by: Date: Reviewed by: Date:___ Benjamin Shirer Staff Engineer cc: City of Carlsbad City of Carlsbad Project Address Gen. Contractor NEED Engineer NEED Bldg Permit No need Gov't Contract # n/a Sub-Contractor N/A Architect NEED Plan File No need DSNOSHPD DSA# n/a Sample Group Data F/LE API Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19773 Project Name Pointsettia Lane-Materials -. S Project No 2001-1840b Report of Concrete Cylinders Measured Specified Placement Date 1/4/02 Slump (in.) 5.00 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 66 N/A Mix Number 800 RH5-10F Mix Temp (°F) 69 Mix Description 8SK -.................... Air Content (%) N/A N/A Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 4000 27.627 MPa Truck No. 61 Ticket #: 14688 Load# 2 Time Batched 12:53 PM Time Sampled 1:23 PM Age: N/A Mm. Sample Mark: 14-02-01-1840B POUR #6 Delivered by N/A Date Rec'd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location POUR #6 VOIDED DECK SLAB S-2 Special Instructions/Remarks Compression Laboratory Data Compressive Strength Sample Lab No. Age 5 72922 7 72923 14 72924 28 72925 56 72926 Date Discard Dimensions Test Area Max Load Tested 1/9/02 El 1/11/02 El 1/18/02 El 2/1/02 El 3/1/02 1 6x121n 28.27 in2 140,000 lbs 4950 psi 34.1 MPa 6x12in 28.27in2 142,500 lbs 5040 psi 34.7 MPa 6x121n 28.27in2 158,000 lbs 5590 psi 38.5 MPa 6x121n 28.27in2 180,500 lbs 6380 psi 44.0 MPa 6x121n 28.27in2 lbs psi MPa Comments: 28day test meets speciflcations... .. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-, C78-84, C61 47, C42-90 / Checked by: Date: Reviewed by: i'n/? ,ó -'2'? Date:2//200 Ben iamin Shirer (I Staff Engineer cc: City of Carlsbad City of Carlsbad S Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19772 Project Name Pointsettia Lane-Materials . Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED - Architect NEED Bldg Permit No need Plan File No need Gov't Contract # n/a . DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/3/02 Slump (in.) 6.00 N/A Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 64 N/A Mix Number 800RH5-10F Mix Temp (°F) 71 N/A Mix Description 8SK Air Content (%) N/A N/A Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 27.6 MPa Truck No. 61 Ticket F482609 Load 2 TimeBatched 11:59AM TimeSampled 12:30PM Age: N/A Mm. Sample Mark: 1-3-02-01-1840B POUR #5 Delivered by JG Date Recd in Lab: Logged in by: N/A Admixture Gallons of water added at by . .... Specific Location POUR #5 VOIDED DECK SLABS S-2, S.5 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 6 72917 1/9/02 El 6x121n 28.27in2 85,000 lbs 3000psi 20.7 MPa 7 72918 1/10/02 El 6x121n 28.27in2 133,500 lbs 4720ps1 32.5 MPa 14 72919 1/17/02 El 6x121n 28.271n2 158,000 lbs 5590 psi 38.5 MPa 28 72920 1/31/01 El 6x121n 28.271n2 179,000 lbs 6330ps1 43.6 MPa 28 72921 1/31/02 6x12in 28.271n2 170,500 lbs 6030 psi 41.5 MPa Comments: 28 day test meets -............................ 1-72 Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-&6, C78-84, C6-.7, C42-90 Checked by: Date: Reviewed by: Date:J/31/2 Benjamin Shirer Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 19771 Project Name Pointsettia Lane-Materials Project No -2001-.1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer N.Ep - Architect NEED - .................. Bldg Permit No need Plan File No need . ................... Govt Contract # n/a DSAJOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/2/02 Slump (in.) 5.50 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 71 N/A Mix Number 800RH5-10F . Mix (°F) 61 N/A Mix Description 8 S Air Content (%) N/A N/A Mix Design 6999 _,psi '41.3 MPa Unit Weight pcf 0 Specified Strength 4000 psi 27.6 MPa Truck No 61 Ticket #: 14665 Load # 2 Time Batched 12:02 PM Time Sampled 12:35 PM Age: N/A Mm. Sample Mark: 1-2-02, 01-1840B POUR #4 Delivered by N/A Date Recd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location VOIDED DECK SLAB # S-5, S-2 Special Instructions/Remarks Compression Laboratory Data .- Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 2 72701 1/4/02 El 6x121n 28.27in2 108,000 lbs 3820 psi 26.3MPa 7 72702 1/9/02 LI 6x121n 28.271n2 135,000 lbs 4780 psi 32.9MPa 14 72703 1/16/02 El 6x121n 28.27in2 162,500 lbs 5750psi 39.6MPa 28 72704 1/30/02 LI 6x12mn 28.271n2 175,500 lbs 6210 psi 42.8MPa 28 72705 1/30/02 LI 6x121n 28.27in2 176,000 lbs 6230 psi 42.9MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39- C7-84, C61,C42-90 . / Checked by: Date: Reviewed by: - Date:Y& (2 Benlamin Shirer U Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19770 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Engineer NEED T...1T.I - Architect NEED - Bldg Permit No need Plan File No need Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 12/28/01 Slump (in.) 5.00 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 65 N/A Mix Number 800 RH5-10F Mix Temp (°F) 60 N/A Mix Description 8 S Air Content (%) N/A . Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 4000 psi 27.6 MPa Truck No. 59 Ticket #: 14654 Load# 2 TimeBatched 11:59AM Time Sampled 12:30PM Age: N/A Mm. Sample Mark: 12-28-01-1840B POUR #3 Delivered by N/A Date Rec'd in Lab: 1/3/02 Logged in by: N Admixture Gallons of water added at by Specific Location VOIDED DECK SLABS POUR #3,5-2,5-6 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 7 72673 14 72674 28 72675 28 72676 56 72672 Date Discard Dimensions Test Area Max Load Tested 1/4/02 El 1/11/02 LII 1/25/02 LII 1/25/02 LII 2/22/02 tL Compressive Strength 6x12in 28.271n2 143,500 lbs 5080 psi 35.0MPa 6x12in 28.27in2 169,500 lbs 6000 psi 41.3 MPa 6x12in 28.27 in, 196,500 lbs 6950 psi 47.9 MPa 6x12in 28.271n2 198,000 lbs 7000 psi 48.2 MPa 6x12in 28.271n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C61.8J C42-90 Checked by: Date: Reviewed by: " Date: Benlamin Shirer ! Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 25951 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED Sub-Contractor N/A Enineer NEED Arch itictNEED Bldg Permit No need Plan File No need Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 12/28/01 Slump (in.) 4.00 4.00 Supplier/Plant PALOMAR TRANSIT MIX Air Temp (°F) 68 N/A Mix Number 203202 Mix Temp (°F) 67 N/A Mix Description 560C3250APWA4 Air Content (%) N/A N/A Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. 201 Ticket#: 1228252 Load # 2 Time Batched 11:56 AM Time Sampled 12:50 PM Age: N/A Mm. Sample Mark: SET I POINSETTIA Delivered by N/A Date Recd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location PIER WALL (WEST), FIRST LIFT OUT 10 FROM NORTH END Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 7 72526 7 72527 28 72528 28 72529 56 72530 Date Discard Dimensions Test Area Max Load Tested 1/4/02 LI 1/4/02 LI 1/25/02 LI 1/25/02 LI 2/22/02 I Compressive Strength 23.3 MPa 23.3 MPa 34.1 MPa 35.5 MPa MPa 6x12in 28.27in2 95,500 lbs 3380 psi 6x12in 28.27in2 95,500 lbs 3380 psi 6x12in 28.27in2 140,000 lbs 4950 psi 6x12in 28.271n2 145,500 lbs 5150ps1 6x12in 28.27in2 lbs psi Comments: 28 day test meets Spec 0. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, 0 42 C C6J.?87, -9 ...... - Checked by: Date: Reviewed by: - Date:__ Benlamln Shirer Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 19769 Project Name Pointsettia Lane-Materials Project No 2001-1840b Project Address Gen. Contractor NEED S Sub-Contractor N/A Engineer NEED S.... Architect NEED Bldg Permit No need . ...........Plan File No need Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 12/27/01 Slump (in.) 5.50 4.00 Supplier/Plant ESCONDIDO READY MIX Air Temp (°F) 57 N/A Mix Number 800RH5-10F Mix Temp (°F) 60 N/A Mix Description 8SK . ........................................., ..........................Air Content (%) N/A . Mix Design 6000 psi 41.3 MPa Unit Weight #Error 0 Specified Strength 4000 psi 27.6 MPa Truck No. 54 Ticket #: 14638 Load# 2 Time Batched 9:44 AM TimeSampled 10:15AM Age: N/A Mm. Sample Mark: 12-27-01-1840B POUR #2 Delivered by N/A Date Rec'd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location POUR #2, VOIDED DECK SLAB S-2, S-8 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 72587 1/3/02 [II 6x121n 28.271n2 147,500 lbs 5220 psi 36.0MPa 14 72588 1/10/02 0 6x12in 28.271n2 171,000 lbs 6050 psi 41.7 MPa 28 72589 1/24/02 LI 6x12in 28.27in2 204,000 lbs 7220 psi 49.7 MPa 28 72590 1/24/02 Li 6x12in 28.27in2 195,000 lbs 6900 psi 47.5 MPa 56 72591 2/21/02 121 6x12in 28.271n2 lbs psi MPa Comments: 28 day test meets specification.. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8, C78-84, C61.747, C42-90 Checked by: Date: Reviewed by: ' Date:_____ Ben_aminShirer ' Staff Engineer cc: City of Carlsbad City of Carlsbad Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite. 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 20159 Project Name Pointsettia Lane Overhead Widening - Geo T&l Project No 2001-1840 Project Address Poinsettia Lane Gen. Contractor N/A Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No N/A Plan File No N/A Govt Contract # N/A DSA/OSHPD DSA# N/A Sample Group Data Report of Concrete Cylinders - Measured Specified Placement Date 11/29/01 Slump (in.) 3.50 4.00 Supplier/Plant PALOMAR TRANSIT MIX ESCONDID Air Temp (°F) 41 N/A Mix Number 203202 Mix Temp (°F) 52 N/A Mix Description 560 Air Content (%) N/A . Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. 833 Ticket #: 1219231 Load # 2 Time Batched 9:40AM Time Sampled 10:30AM Age: N/A Mm. Sample Mark: 2001-1840 1 11-29-2001 Delivered by DC Date Rec'd in Lab: Logged in by: N/A Admixture Gallons of water added at by Specific Location ABUTMENT WEST SIDE OF BRIDGE NORTH OF POINSETTIA LANE (ABUTMENT 1 STEM) Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 70833 12/6/01 UJ 6x12in 28.27in2 94,000 lbs 3330 psi 22.9 MPa 28 70834 12/27/01 [1 6x12in 28.271n2 155,500 lbs 5500 psi 37.9 MPa 28 70835 12/27/01 [1 6x12in 28.271n2 151,000 lbs 5340 psi 36.8 MPa 56 70836 1/24/02 EI 6x12in 28.27in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39, C78-84, C6178, C42-90 / Checked by: Date: Reviewed by: ,'-?#C'2?4 Date:_L2O/0 Benjamin Shirer (I Staff Engineer cc: City of Carlsbad Simon Wong U Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 24254 Project Name Poinsettia Lane Overhead Widening - GeoT&l Project No 2001-1840 Project Address Poinsettia Lane Gen. Contractor N/A Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No N/A Plan File No N/A . Govt Contract # N/A . . . DSAIOSHPD DSA# N/A Sample Group Data Report of Concrete Cylinders . Measured Specified Placement Date 11/14/01 Slump (in.) 2.50 4.00 Supplier/Plant PALOMAR TRANSIT MIX Air Temp (°F) 71 N/A Mix Number 203202 Mix Temp (°F) 78 N/A Mix Description 560C32.50 Air Content (%) N/A .. Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. 60 Ticket #: 1214702 Load U 1 Time Batched 1:10 PM Time Sampled 2:00 PM Age: N/A Mm. Sample Mark: SET 1 Delivered by RC DateRec'dinLab: 11/15/01 Logged in by: N/A Admixture WRDA-64 10Gallonsof water added at •.START ...by, Contractor Specific Location NOT SUBMITTED Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 70058A 11/21/01 LI 6x12in 28.27 in 100,000 lbs 3540 psi 24.4 MPa 7 70059 11/21/01 j 6x121n 28.271n2 95,500 lbs 3380 psi 23.3 MPa 28 70060 12/12/01 [_1 6x12in 28.27in2 .135,500 lbs 4790 psi 33.0 MPa 28 70061 12/12/01 LI 6x12in 28.27in2 147,000 lbs 5200 psi 35.8 MPa 28 70062 12/12/01 1] 6x12in 28.271n2 150,000 lbs 5310 psi 36.6 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, P6 17- 7, C42-90 Checked by: Date: Reviewed by: Datel&.. Carlos Acero Staff Engineer cc: City of Carlsbad Simon Wang Engineering Age Tested 7 70042 11/21/01 El 7 70043 11/21/01 l 7 70044 11/21/01 ri 28 70045 12/12/01 Li 28 70046 12/12/01 fl Comments: 28 day test meets specifications. Compressive Strength 6x12in 23.00in2 87,000 lbs 3080 psi 212MPa 6x12in 28.27in2 90,500 lbs 3200 psi 22.0MPa 6x12in 28.271n2 89,000 lbs 3150ps1 21.7MPa 6x12in 28.27in2 135,500 lbs 4790 psi 33.0MPa 6x12in 28.271n2 137,000 lbs 4850 psi 33.4MPa Sample Lab No. Date Discard Dimensions Test Area Max Load Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 24255 Project Name Poinsettia Lane Overhead Widening - GeoT&I Project No 2001-1840 Project Address Poinsettia Lane Gen. Contractor N/A Sub-Contractor N/A Engineer N/A . Architect N/A Bldg Permit No N/A Plan File No N/A Gov't Contract # N/A DSAIOSHPD DSA# N/A Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 11/14/01 Slump (in.) 6.50 4.00 Supplier/Plant PALOMAR TRANSIT MIX Air Temp (°F) 71 N/A Mix Number 203202 Mix Temp (°F) 79 N/A Mix Description 560C3250.APWA4" Air Content (%) N/A N/A Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. , , 861 Ticket #: 1214714 Load # 2 Time Batched 1:30 PM - Time Sampled 2:30 PM Age: N/A Mm. Sample Mark: SET 2 , , , Delivered by , - RC - Date Recd in Lab: 11/15/01 Logged in by: N/A Admixture WRDA-64 Gallons of water added at by Specific Location NOT SUBMITTED Special Instructions/Remarks Compression Laboratory Data Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-8 . C61 -87, C42-90 Checked by: Date: Reviewed by: Date:/6/0, Carlos Acero Staff Engineer cc: City of Carlsbad Simon Wong Engineering