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 # 033F0704 Cty SAC Rte 51 PM 2.0/3.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
John Ruzic |
Date Reported: |
04/04/2024 |
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Address: |
TL Number: |
295120 |
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City: |
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Project Name: |
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Prime Contractor: American River Constructors |
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Sample Taken Date: |
03/07/2024 |
Mix Design: |
1624302 |
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Contractor: Unknown |
Location: |
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Structure unique identifier: |
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Structure name: |
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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
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 | 51730 | 4117.0 | 1 |
2 | 4.01 | 12.63 | 53439 | 4231.0 | 1 |
3 | 4.02 | 12.69 | 41074 | 3236 | 1 |
DIME Test ID: 2024-03-07-26-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3860
Age of specimen: 7 days
Certified By: Spencer Adams
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 |
---|---|---|---|---|---|
1 | 4.01 | 12.63 | 83392 | 6603.0 | 1 |
2 | 4.01 | 12.63 | 82543 | 6536.0 | 1 |
3 | 4.00 | 12.57 | 76376 | 6078 | 1 |
DIME Test ID: 2024-03-07-26-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6410
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing