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: |
06/12/2024 |
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Address: |
TL Number: |
295231 |
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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: |
05/15/2024 |
Mix Design: |
1615453 |
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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 - Sulfur Mortar Cap
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 | 4.01 | 12.63 | 37712 | 2985.9 | 1 |
2 | 4.01 | 12.63 | 38648 | 3060.0 | 1 |
3 | 4.02 | 12.69 | 40955 | 3227.3 | 1 |
DIME Test ID: 2024-05-15-62-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3090
Comment on any defect in either specimen or caps (Max 250 Characters):
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 | 4.00 | 12.57 | 56677 | 4510.0 | 1 |
2 | 4.01 | 12.63 | 56085 | 4441.0 | 1 |
3 | 4.01 | 12.63 | 53855 | 4264 | 1 |
DIME Test ID: 2024-05-15-62-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4410
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing