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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 # 033F0704 Cty SAC Rte 51 PM 2.0/3.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
John Ruzic |
Date Reported: |
10/02/2024 |
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Address: |
TL Number: |
295132 |
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City: |
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Project Name: American River Bridge Rehabilitation |
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Prime Contractor: American River Constructors |
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Sample Taken Date: |
09/04/2024 |
Mix Design: |
1630486 |
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Contractor: Unknown |
Location : |
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Structure unique identifier: |
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Structure name: ARB Span 22 to 20 |
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Location of Pour: |
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The following testing has been tested in accordance with:
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
| 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 | 4.02 | 12.69 | 63495 | 5003.0 | 1 |
| 2 | 4.00 | 12.57 | 67145 | 5343.0 | 1 |
| 3 | 4.00 | 12.57 | 63169 | 5027 | 1 |
DIME Test ID: 2024-09-04-61-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5120
Age of specimen: 8 days
Certified By: Spencer Adams
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
| 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 | 4.00 | 12.57 | 73432 | 5844.0 | 1 |
| 2 | 4.02 | 12.69 | 73628 | 5801.0 | 1 |
| 3 | 4.00 | 12.57 | 74641 | 5940 | 1 |
DIME Test ID: 2024-09-04-61-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5860
Age of specimen: 28 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing