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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 # 04235624 Cty SCL Rte 101 PM 52.0/52.6,0.0/0.6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fernando Abela |
Date Reported: |
09/13/2017 |
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Address: |
TL Number: |
pier 4 wall |
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City: |
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Project Name: BRIDGE REPLACEMENT |
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Prime Contractor: GHILOTTI BROS / RM HARRIS JV |
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Sample Taken Date: |
08/16/2017 |
Mix Design: |
D15PP562 |
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Contractor: Unknown |
Location : SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING |
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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 C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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| 1 | 28.75 | 6.05 | 4935.1 | 141883 | 1 |
| 2 | 28.46 | 6.02 | 5087.3 | 144784 | 1 |
DIME Test ID: 2017-08-16-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5010
Age of specimen: 28 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing
