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 # 042G8504 Cty ALA Rte 580 PM R4.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Satinder Grewal |
Date Reported: |
05/31/2016 |
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Address: |
TL Number: |
180002 |
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City: |
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Project Name: CONSTRUCT A 600 FOOT SOLDIER PILE AND LAGGING WALL WITH GROUND ANCHOR |
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Prime Contractor: RGW |
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Sample Taken Date: |
05/17/2016 |
Mix Design: |
DDPP8Q2 |
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Contractor: Unknown |
Location: CONSTRUCT A 600 FOOT SOLDIER PILE AND LAGGING WALL WITH GROUND ANCHOR |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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 |
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1 | 5.99 | 28.18 | 133179 | 4726.0 | 1 |
2 | 6.00 | 28.27 | 142808 | 5051.6 | 4 |
DIME Test ID: 2016-05-17-19-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4890
Age of specimen: 14 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing