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 # 042K4604 Cty ALA Rte 123 PM 0.2, 0.20
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 # 042K4604 Cty ALA Rte 123 PM 0.2, 0.20 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
John Ruzic |
Date Reported: |
06/21/2017 |
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Address: |
TL Number: |
054809 |
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City: |
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Project Name: construct subsurface and hor drains, pavement. |
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Prime Contractor: OC Jones |
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Sample Taken Date: |
06/14/2017 |
Mix Design: |
1517949 |
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Contractor: Unknown |
Location: |
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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
| 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 |
|---|---|---|---|---|---|
| 1 | 5.99 | 28.18 | 157008 | 5571.6 | 1 |
| 2 | 6.01 | 28.37 | 154650 | 5451.2 | 1 |
DIME Test ID: 2017-06-14-12-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5510
Age of specimen: 7 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