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 # 04160304 Cty ALA Rte 84 PM 13.1/13.5
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 # 04160304 Cty ALA Rte 84 PM 13.1/13.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Yannaing Tun (Abeer Dahhan) |
Date Reported: |
09/06/2022 |
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Address: |
TL Number: |
180228 |
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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: |
08/27/2022 |
Mix Design: |
D10115E1 |
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Contractor: Unknown |
Location : IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
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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 | 118605 | 4167.0 | 1 |
| 2 | 6.03 | 28.56 | 121357 | 4250.0 | 1 |
DIME Test ID: 2022-08-27-21-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4210
Age of specimen: 10 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing