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 # 0322222 Cty SAC Rte 888 PM 0.6-0.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Michael Maksimovich |
Date Reported: |
11/10/2021 |
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Address: |
TL Number: |
6 |
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City: |
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Project Name: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
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Prime Contractor: Not set |
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Sample Taken Date: |
11/03/2021 |
Mix Design: |
6 |
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Contractor: Unknown |
Location : THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
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Structure unique identifier: |
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Structure name: RSP Trial 6 |
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Location of Pour: |
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 |
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1 | 4.00 | 12.57 | 19064 | 1517.0 | 1 |
2 | 4.00 | 12.57 | 18169 | 1446.0 | 1 |
3 | 4.00 | 12.57 | 18586 | 1479 | 1 |
DIME Test ID: 2021-11-03-32-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1480
Age of specimen: 7 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing