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 # 042640F4 Cty SON Rte PM Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Gina Choi |
Date Reported: |
05/06/2022 |
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Address: |
TL Number: |
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City: |
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Project Name: |
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Prime Contractor: GHILOTTI CONSTRUCTION CO. INC. |
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Sample Taken Date: |
04/08/2022 |
Mix Design: |
4201A |
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Contractor: Unknown |
Location: |
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Structure unique identifier: 20-E0101 |
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Structure name: RW3 Wall 1624 to 1720 Footing 1552 to 1560 |
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Location of Pour: RW3 St 1624 to 1720 Footing 1552 to 1560 |
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 | 5.96 | 27.9 | 134058 | 4805.0 | 1 |
2 | 5.97 | 27.99 | 140922 | 5034.0 | 1 |
DIME Test ID: 2022-04-08-27-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4920
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing