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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 # No Project Cty Rte PM Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
08/26/2021 |
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Address: |
TL Number: |
001 |
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City: |
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Project Name: Special project identifier for material not associated with a project |
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Prime Contractor: Not set |
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Sample Taken Date: |
08/19/2021 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : |
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Structure unique identifier: |
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Structure name: Bay A, Trial 1 RSP Sample |
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Location of Pour: |
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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
Cured in accordance with ASTM C511
| 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 |
|---|---|---|---|---|---|
| 1 | 4.03 | 12.76 | 39675 | 3110.0 | 1 |
| 2 | 4.03 | 12.76 | 43052 | 3375.0 | 1 |
DIME Test ID: 2021-08-19-19-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3240
Age of specimen: 7 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing