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 # 042908E4 Cty ALA Rte 580 PM 14.6/21.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Satinder Grewal |
Date Reported: |
11/13/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: ROADWAY WIDENING AND REHABILITATION |
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Prime Contractor: DESILVA GATES CONSTRUCTION |
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Sample Taken Date: |
10/16/2014 |
Mix Design: |
na |
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Contractor: Unknown |
Location: ALAMEDA COUNTY IN LIVERMORE, PLEASANTON, AND DUBLIN FROM 0.3 MILE EAST OF AIRWAY BOULEVARD OVERCROSSING TO 0.2 MILE WEST OF SAN RAMON/FOOTHILL ROAD OVERCROSSING |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
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
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 | 28.56 | 6.03 | 4085.4 | 116678 | 1 |
2 | 28.65 | 6.04 | 4431.3 | 126958 | 1 |
DIME Test ID: 2014-10-16-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4260
Age of specimen: 28 days
Certified By: She Vang
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing