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 # 07343301 Cty LA Rte 60 PM VAR
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 # 07343301 Cty LA Rte 60 PM VAR Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
01/16/2018 |
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TL Number: |
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Prime Contractor: Not set |
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Sample Taken Date: |
01/09/2018 |
Mix Design: |
na |
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Contractor: Unknown |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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 | 3.30 | 8.55 | 55335 | 6277.8 | 4 |
| 2 | 3.30 | 8.55 | 50935 | 5957.3 | 1 |
| 3 | 3.30 | 8.55 | 40741 | 4765 | 1 |
| 4 | 3.30 | 8.55 | 45928 | 5210.5 | 1 |
DIME Test ID: 2018-01-09-10-1
Number of specimens: 4
Compressive strength (to nearest 10 psi): 5550
Age of specimen: 7 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing