DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 030F2864 Cty SAC Rte 99 PM 7.92 / 8.4
Vendor #
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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 # 030F2864 Cty SAC Rte 99 PM 7.92 / 8.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Masoud Saed |
Date Reported: |
09/10/2020 |
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Address: |
TL Number: |
2864028 |
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City: |
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Project Name: Remove and replace Consumnes River and Consumnes River Overflow bridge |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
08/13/2020 |
Mix Design: |
547 |
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Contractor: Unknown |
Location : Sacramento County |
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Structure unique identifier: |
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Structure name: |
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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 |
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| 1 | 6.02 | 28.46 | 147378 | 5178.0 | 1 |
| 2 | 6.02 | 28.46 | 139232 | 4892.0 | 4 |
DIME Test ID: 2020-08-13-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5040
Age of specimen: 28 days
Certified By: Larry McCrum
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing