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 # 042G8504 Cty ALA Rte 580 PM R4.0
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 # 042G8504 Cty ALA Rte 580 PM R4.0 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Satinder Grewal |
Date Reported: |
06/20/2016 |
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Address: |
TL Number: |
180007 |
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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: |
05/23/2016 |
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 |
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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 | 5.98 | 28.09 | 158354 | 5637.4 | 1 |
| 2 | 5.99 | 28.18 | 158502 | 5624.6 | 1 |
DIME Test ID: 2016-05-23-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5630
Age of specimen: 28 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing