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Home My WebLink AboutCT 13-03; ROBERTSON RANCH- RANCHO COSTERA; CONCRETE COMPRESSION TESTS; 2015-07-17Gee Ray Gee Inc. dba "G Force LEA: 172, Exp:12/12/2017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 583-6633 Fax: (866) 319-1366 . Compressive Strength of Concrete Report Date: 7/17/2015 Test Method: ASTM C 39 Sample: 4213 Client: Project: LGC Valley Inc. GF150248L 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 Sample Details Set #: 7 Contractor: Cass Construction Batched: 11:30 PDT Specimen Size: 4" X 8" Cast By: Technician Sampled: 12:15 PDT Specimens In Set: 5 Date Cast: 06/17/15 Cast: 12:25 PDT Truck #: 36 Sampled From: Chute Truck Empty: 12:35 PDT Ticket #: N/A Placement Method: Chute Placement Time: 65 (mm) Location Placement Location: Other, See Location Details Location Details: Box Culvert Cut-Off Wall and Apron North side ECR Sta. #483+00 Batch Log Specifications Supplier: Mar Con Mix Design: 600 CFW 4000P Strength: 4000 (psi) On-Site Admixtures: None Field Measurements Weather: Clear Slump (in): 4.5 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 79 Concrete Temp (F): 91 (ASTM C1064) Air Content: Load Volume: 9 (yd 3) Lab Test Results Testing Lab: G-Force, LEA: 172_Exp:12/12/2017, 4035 Pacific _Highway, Diego, CA, 92110 _San Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 7-1 7 06/24/15 7/0 4.00 12.57 46,090 3,670 2 P 7-2 28 07/15/15 7/21 4.00 12.57 61,330 4,880 2 Cl P 7-3 28 07/15/15 7/21 4.00 12.57 66,000 5,250 2 Cl P 7-4 56 08/12/15 7/49 7-5 14 07/01/15 1 7/7 4.00 12.57 1 50,340 1 4,010 5 P Break Remarks Capping Methods Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirements of the Approved Documents. P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) XM9E[][] TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 07/17/2015 Joseph Bouknight For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office Gee Ray Gee Inc. dba G" Force LEA: 172, Exp:12/12/2017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 563-6633 Fax: (866) 319-1366 Compressive Strength of Concrete Report Date: 7/13/2015 Test Method: ASTM C 39 Sample: 3986 Client: Project: LGC Valley Inc. GF150248L 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 Sample Details Set #: 6 Contractor: Cass Construction Batched: 13:43 POT Specimen Size: 4' X 8" Cast By: Client Sampled: 14:50 PDT Specimens In Set: 5 Date Cast: 06/09/15 Cast: 15:00 PDT Truck #: 560 Sampled From: Truck Empty: 15:06 PDT Ticket #: 586230 Placement Method: Chute Placement Time: 83 (mm) Location Placement Location: Other, See Location Details Location Details: Box Culvert Wing Wall North side ECR Sta. #483+00 Batch Log Specifications Supplier: Hanson Mix Design: 660 CFW4000P Strength: 4000 (psi) On-Site Admixtures: None Field Measurements Weather: PT Cloudy Slump (in): 5 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 78 Concrete Temp (F): 90 (ASTM C1064) Air Content: Load Volume: 9.5 (yd') Lab Test Results Testing Lab: G-Force, LEA: 172 Exp: 12/12/2017, 4035 Pacific Highway, SanDiego, CA, 92110 Specimen Number Test Age Days Test Date Field I Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in 2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 6-1 3 06/12/15 3/0 4.00 12.57 33,730 2,680 3 P 6-2 7 06/16/15 3/4 4.00 12.57 42,250 3,360 5 P 6-3 28 07/07/15 3/25 4.00 12.57 58,900 4,690 2 Cl P 6-4 28 07/07/15 3/25 4.00 12.57 63,050 5,020 3 Cl P 6-5 56 08/04/15 1 3/53 Break Remarks Capping Methods Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirements of the Approved Documents. P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) XM9E[1[1 TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 / /r,4- 5J 07/13/2015 Joseph Bouknight For All DSA Projects: CC: Project Architect Structural Engineer Project Inspector DSA Regional Office Page 1 of 1 S fl Gee Ray Gee Inc. dba "G" Force LEA: 172, Exp:12/12/2017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 583-6633 Fax: (866) 319-1366 Compressive Strength of Concrete Report Date: 6/26/2015 Test Method: ASTM C 39 Sample: 3701 Client: Project: LGC Valley Inc. GF1 50248L - 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 - Sample Details Set #: 4 Contractor: Cass Construction Batched: 12:14 PDT Specimen Size: 4" X 8" Cast By: Technician Sampled: 13:10 PDT Specimens In Set: 4 Date Cast: 05/29/15 Cast: 13:20 POT Truck #: 573 Sampled From: Truck Empty: 13:25 POT Ticket #: 557542 Placement Method: Chute Placement Time: 71 (mm) Location Placement Location: Other, See Location Details Location Details: North Side El Camino Real, Storm drain Box / Culvert Floor, Approx. Sta 483+00 Batch Log Specifications Supplier: Hanson Mix Design: 4033502 Strength: 4000 (psi) On-Site Admixtures: None Field Measurements Weather: Clear Slump (in): 4.0 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 68 Concrete Temp (F): 87 (ASTM C1064) Air Content: Load Volume: 10 (yd') Lab Test Results Testing Lab: G-Force, LEA: 172_Exp:12/12/2017, 4035 Pacific CA, 92110 _Highway, _San _Diego, Specimen Number Test Age Days Test Date Field I Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in 2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 4-1 7 06/05/15 4/3 4.00 12.57 44,860 3,570 2 P - 42 28 06/26/15 4/24 4.00 12.57 61,950 4,930 2 Cl P 4-3 28 06/26/15 4/24 4.00 12.57 62,700 4,990 2 Cl P 4-4 56 07/24/15 4/52 Break Remarks Capping Methods Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirements of the Approved Documents. P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) EMME[][] TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ieAJi For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office E &R,C Gee Ray Gee Inc. dba "G Force LEA: 172, Exp:12/1212017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 583-6633 Fax: (866) 319-1366 Compressive Strength of Concrete Report Date: 5/22/2015 Test Method: ASTM C 39 Sample: 3074 Client: Project: LGC Valley Inc. GF150248L 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 Sample Details Set #: 1 Contractor: Cass Batched: 10:00 POT Specimen Size: 6" X 12" Cast By: Technician Sampled: 10:30 POT Specimens In Set: 3 Date Cast: 04/16/15 Cast: 10:40 POT Truck #: Sampled From: Truck Empty: 10:39 POT Ticket #: 577935 Placement Method: Placement Time: 39 (mm) Location Placement Location: Other, See Location Details Location Details: Box Culvert Floor Wing Wall Footings, North Side El Camino Real Sta 450+00 Batch Log Specifications Supplier: Hanson Mix Design: 4033502 Strength: 4000 (psi) On-Site Admixtures: None Field Measurements Weather: clear Slump (in): 4.25 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 76 Concrete Temp (F): 84 (ASTM C1064) Air Content: Load Volume: 9.5 (yd') Standard Cure F Field Cure Min/ Max Temp (F): 68/79 Lab Test Results Testing Lab: G-Force, LEA: 172 Exp:12/12/2017, 4035 Pacific Highway, San Diego, CA, 92110 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in 2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 28 05/14/15 7/21 f 6.00 28.27 112,940 4,000 3 Cl P 1-2 28 05/14/15 7/21 4 6.00 28.27 114,850 4,060 3 Cl P Break Remarks Capping Methods Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirements of the Approved Documents. P: Un-bonded Caps of Concrete lCylinders (ASTM C1231) X09EED i TYPE I TYPE 2 TYPE 3 TYPE 4 TYPES TYPE 6 Joe Bouknight May 222015 For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office S C AM' Gee Ray Gee Inc. dba G" Force LEA: 172, Exp:12/12/2017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 583-6633 Fax- (RAA) 31q-1366 Compressive Strength of Concrete Report Date: 7/6/2015 Test Method: ASTM C 39 Sample: 3865 Client: Project: LGC Valley Inc. GF150248L 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 Sample Details Set #: 5 Contractor: Cass Construction Batched: 12:50 PDT Specimen Size: 4" X 8" Cast By: Technician Sampled: 13:30 PDT Specimens In Set: 5 Date Cast: 06/03/15 Cast: 13:40 PDT Truck #: 539 Sampled From: Chute Truck Empty: 14:04 PDT Ticket #: 585160 Placement Method: Chute Placement Time: 74 (mm) Location Placement Location: Other, See Location Details Location Details: Double Box Culvert W/ Wing Walls, Nourth Side El Camino Real, Just East of Kelly Drive. Pour Encompassed Culvert Walls, Lid and Footing Only Batch Log Specifications Supplier: Hanson Mix Design: 660 CFW-4000P Strength: 4000 (psi) On-Site Admixtures: None Field Measurements Weather: C;ear Slump (in): 3.5 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 72 Concrete Temp (F): 80 (ASTM C1064) Air Content: I Load Volume: 9.5 (yd') Lab Test Results Testing Lab: G-Force, LEA: 172_Exp:12/12/201,_4035 Pacific _Highway, CA, 92110 _San _Diego, Specimen Number Test Age Days Test Date Field I Lab Cure Days Average Cylinder _Diameter (in) Cylinder Area (in 2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 5-1 7 06/10/15 6/1 4.00 12.57 45,690 3,640 2 P 5-2 14 06/17/15 6/8 - 4.00 12.57 54,100 4,300 2 P 5-3 28 07/01/15 - 6/22 - 4.00 12.57 62,910 5,010 5 Cl P 5-4 28 07/01/15 - 6/22 4.00 12.57 62,770 4,990 5 Cl P 5-5 56 07/29/15 - 6/50 Break Remarks Capping Methods IP: Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirements of the Approved Documents. Un-bonded Caps of Concrete Cylinders (ASTM C1231) znn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 8 For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office FORC Gee Ray Gee Inc. dba "C" Force LEA: 172, Exp:12/1212017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 583-6633 Fax: (866) 319-1366 . . Compressive Strength of Concrete Report Date: 5/26/2015 Test Method: ASTM C 39 Sample: 3205 Client: Project: LGC Valley Inc. GF150248L 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 Sample Details Set #: 3 Contractor: Cass Const. Batched: 13:19 PDT Specimen Size: 4" X 8" Cast By: Technician Sampled: 13:45 PDT Specimens In Set: 4 Date Cast: 04/24/15 Cast: 13:55 PDT Truck #: 584 Sampled From: Truck Empty: 13:55 PDT Ticket #: 519941 Placement Method: Placement Time: 36 (mm) Location Placement Location: Other, See Location Details Location Details: Box Culvert Wing Walls north side El Camino Real, Station 450+00 Batch Log Specifications Supplier: Hanson Mix Design: 4033502 Strength: 4000 (psi) Plant: 034 On-Site Admixtures: None Field Measurements Weather: Clear Slump (in): 4.0 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 59 Concrete Temp (F): 77 (ASTM C1064) Air Content: Load Volume: 10 (yd') Lab Test Results Testing Lab: G-Force, LEA: 172_Exp:12/12/2017, 4035 Pacific _Highway, CA, 92110 _San _Diego, Specimen Number Test Age Days Test Date Field I Lab Cure Days Average Cylinder _Diameter (in) Cylinder Area (in 2) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 3-1 7 05/01/15 6/1 4.00 12.57 39,840 3,170 5 P 3-2 28 05/22/15 6/22 - 4.00 12.57 60,140 4,780 2 Cl P 3-3 28 05/22/15 6/22 - 4.00 12.57 66,340 5,280 3 Cl P 3-4 56 06/19/15 1 6/50 Break Remarks Capping Methods Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirem'nts of the Approved Documents. P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) XM9111111 I.. TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPES TYPE 6 e 5ij4' Joe Bouknight May 262015 For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office Gee Ray Gee Inc. dba G Force LEA: 172, Exp:12/12/2017 4035 Pacific Highway San Diego, CA 92110 Phone: (619) 583-6633 Fax: (866) 319-1366 . S Compressive Strength of Concrete Report Date: 5/19/2015 Test Method: ASTM C 39 Sample: 3204 Client: Project: LGC Valley Inc. GF150248L 28532 Constellation Road Robertson Ranch Valencia, CA 91355 4980 El Camino Real Carlsbad, CA 92054 Sample Details Set #: 2 Contractor: Cass Const. Batched: 12:28 PDT Specimen Size: 4" X 8" Cast By: Technician Sampled: 13:15 PDT Specimens In Set: 4 Date Cast: 04/21/15 Cast: 13:25 PDT Truck #: 536 Sampled From: Truck Empty: 13:50 PDT Ticket #: 578696 Placement Method: Placement Time: 82 (mm) Location Placement Location: Other, See Location Details Location Details: Box Culvert Improvement, North side El Camino Real approx. 100 Yds East of Existing Retention S.D. Basin Batch Log Specifications Supplier: Hanson Mix Design: 660 CFW4000P Strength: 4000 (psi) On-Site Admixtures: None Field Measurements Weather: Clear Slump (in): 4.0 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 72 Concrete Temp (F): 76 (ASTM C1064) Air Content: Load Volume: 9.5 (yd') Lab Test Results Testing Lab: G-Force, LEA: 172_Exp:12/12/2017, 4035 Pacific _Highway, CA, 92110 _San _Diego, Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in 2) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 2-1 9 04/30/15 9/0 4.00 12.57 42,070 3,350 2 P 2-2 28 05/19/15 9/19 4.00 12.57 52,660 4,190 2 Cl P 2-3 28 05/19/15 9/19 4.00 12.57 54,190 4,310 3 Cl P 2-4 10 05/01/15 9/1 4.00 12.57 42,690 3,400 3 P Break Remarks Capping Methods Cl: The Materials Were Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Materials Tested Met The Requirements of the Approved Documents. P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) XMOEII[I TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Je /5OJfL Joe Bouknight May 192015 For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office HANSAGGREGATES PACIFIC SOUTH VILEST, INC. 515402 I. . " P.cX639069 • SAN DIEGO, CALIFORNIA 921 069 "h son DISPATCH: 1-890-500-7465 Ext. 1 DIRECT 858-5 -2777 Time Due HEIDELBERGCEM ENT Group SALES: 858-715-5600 on Job Date Order No. 1 jorder WEIGHMASTER CERTIFICATE Arrive Job* 0.S'' J tt 0 1 3 THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a Ticket No. ICum. 'v4rds/Meters weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by I Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, 535160 J 23. j tZiC ' administered by the Division of Measurement Standards of the California Department of Food and Agriculture. Truck [Spotted / g J •/ ? T Seller makes no warranty of any kind, express or implied, regarding the material; and all warranties, including Begin Time Loaded li 2., w any implied warranty of merchantability or of fitness for a particular purpose, are hereby excluded. Pour The Material is sold by the cubic yard, cubic meter, ton or load. Customer acknowledges that the amount of .-Material ordered has been 64termined by the Customer, and CustbTher assues full responsibility, and shall held Seller harmless, regarqjng the adequacy of the amount of Mrial ordered. r' Finish Pour* Plit'034 Plant 154 Plant 204 - Plant 23 9255 Camino Santa Fe 10322 Channel Rd. 1050 Airport Road 12560'Highway 67 San Diego Lakeside ceanside Lkese Plant 074 PI 174 Pliant 214 . -.. 9229 Harris Plant Rd. 601 W. 12th St. A50 N. Tulip Sree. .' " ' San Diego National City Escondido . I. Leave .c Job In Yard Customer Name Customer No. Plant No. 0c439 CONSTRUCTION INC 332 204 3 INCH MAX SLLll1P Job Address Map Ref. EL Cc.tflXNo REAL AND CANNON Rf). CA .. 1107B6 Customer P.O. Customer Job A. Project NO. Load No. Yards/Meters Ordered ij3Ø( y . Loaded Counter 61 Arrive Job 7 7 Unload Lt3Ith bbUJ'LnJiLLJl' f. 0'k. I-'U bLfJrt'llP 0 9. 75CY 29. SIZiCY 3091 ENVIRONMtNiAL SURCHARGE '309i ENERGY SURCF'IPRGE 1. 0@ea -. li Truck No. Driver's Name ,._. Gallons ___ Water Added _____________________________ 539 ~-,FHSANSON,CFIRI S At Plant TBegin Job . !ie Job TEnd Job Subtotal Slump El Slump El siumpc:J HANSON AGGREGATES I / Cyl1 . ' CyiE Cyl Sales Tax PACIFIC SOUTHWEST, INC. Wafer added at customer's request above wsfe'r/cemenfitious ratio and/or slump will be customer's responsibility. Weighmsst CAUTION Contains Portland Cement. May irritate eyes and skin. In case of contact, flush thoroughly with water. Get prompt medical attention. DO NOT take internally. Keep out of reach of children. Buyer/Contractor is responsible for providing a contained area to wash Out mixer truck. Concrete is a perishable commodity and Total becomes the property of the purchaser upon leaving the plant. Any chanoes or cancellation of orioinal rSta~dmg ______ x Deputyinstructions must be telephoned to the office before loadinb starts. NOT1ESPONSIBLE FOR RACTtVEAGGREGATE OR COLOR QUALITY. No claim allowed uhleas made at time material is delivered, Time *Note. Unloading time four (4) minutes per yard. Excess time charged at current hourly truck rate. I No one available'to sign, customer waives receipt Received By Driver ',,, -- - signature. (First delivery ticket Buyer/Contractor Signature release must be signed.) U 1 X / CY= Cubic Yard 3 , JOB H2O: See Back for Terms and Condit CUSTOMER Total S All Loads