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 # 030F2824 Cty Rte PM
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 # 030F2824 Cty Rte PM Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
11/19/2019 |
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Address: |
TL Number: |
78779 |
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City: |
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Project Name: Install temporary bridge foundations, place temporary earthen fills |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
10/22/2019 |
Mix Design: |
00000000000 |
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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: Unknown |
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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 | 12.56 | 4.00 | 4995.1 | 62738 | 1 |
| 2 | 12.5 | 3.99 | 4816.6 | 60207 | 1 |
| 3 | 12.5 | 3.99 | 5213.3 | 65166 | 1 |
DIME Test ID: 2019-10-22-4-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5010
Age of specimen: 28 days
Certified By: Larry McCrum
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing