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 # 042G8904 Cty MRN Rte 1 PM 8.0
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 # 042G8904 Cty MRN Rte 1 PM 8.0 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Gina Choi |
Date Reported: |
06/27/2017 |
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Address: |
TL Number: |
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City: |
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Project Name: SOLDIER PILE WALL WITH TIEBACKS AND EMBANKMENT CONFINED SYSTEM. |
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Prime Contractor: THOMPSON BUILDERS CORPORATION |
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Sample Taken Date: |
05/16/2017 |
Mix Design: |
4201a |
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Contractor: Unknown |
Location : MARIN COUNTY NEAR MUIR BEACH AT 2.1 MILES NORTH OF MUIR WOODS ROAD |
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Structure unique identifier: |
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Structure name: Retaining Wall 8 |
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Location of Pour: Soldier Piles |
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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 | 6.02 | 28.46 | 191549 | 6730.5 | 1 |
| 2 | 6.02 | 28.46 | 194352 | 6829.0 | 1 |
DIME Test ID: 2017-05-16-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6780
Age of specimen: 42 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