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 # 04160304 Cty ALA Rte 84 PM 13.1/13.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Yannaing Tun (Abeer Dahhan) |
Date Reported: |
10/20/2022 |
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Address: |
TL Number: |
294901 |
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City: |
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Project Name: NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
10/10/2022 |
Mix Design: |
D101C5RS |
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Contractor: Unknown |
Location : IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
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Structure unique identifier: 33-0759 |
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Structure name: ALAMEDA CREEK BRIDGE |
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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 | 6.00 | 28.27 | 140577 | 4972.0 | 1 |
2 | 6.00 | 28.27 | 140605 | 4973.0 | 1 |
DIME Test ID: 2022-10-10-32-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4970
Age of specimen: 9 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
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 |
---|---|---|---|---|---|
1 | 6.00 | 28.27 | 122766 | 4342.0 | 1 |
2 | 6.00 | 28.27 | 131602 | 4654.0 | 1 |
DIME Test ID: 2022-10-10-32-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4500
Age of specimen: 10 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing