Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 043J0804 Cty SON Rte 101 PM Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Christopher Prokop |
Date Reported: |
11/13/2023 |
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Address: |
TL Number: |
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City: |
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Project Name: Construct steel sheet pile wall and concrete ditch lining |
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Prime Contractor: Ghilotti Brothers, Inc. |
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Sample Taken Date: |
08/16/2023 |
Mix Design: |
7SK5K1X425F |
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Contractor: Unknown |
Location: |
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Structure unique identifier: 20-0019Y |
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Structure name: San Antonio Creek Bridge |
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Location of Pour: Pile cap |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 4.04 | 12.82 | 99919 | 7795.0 | 1 |
2 | 4.02 | 12.69 | 91386 | 7200.0 | 1 |
3 | 4.01 | 12.63 | 94316 | 7468 | 1 |
DIME Test ID: 2023-08-16-34-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7490
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Temperature |
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76 |
DIME Test ID: 2023-08-16-34-2
Certified By: Philip Latasa
ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Slump |
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4.5 |
DIME Test ID: 2023-08-16-34-3
Certified By: Philip Latasa
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing