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 # 043S9004 Cty MRN Rte 1 PM 6.6, 6.60
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 # 043S9004 Cty MRN Rte 1 PM 6.6, 6.60 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Gina Choi |
Date Reported: |
01/25/2018 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: CONSTRUCT SOLDIER PILE WALL |
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Prime Contractor: THOMPSON BUILDERS CORPORATION |
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Sample Taken Date: |
12/14/2017 |
Mix Design: |
4201a |
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Contractor: Unknown |
Location : IN MARIN NEAR MUIR BEACH AT 0.3 MILE NORTH OF SEACAPE DRIVE |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Concrete Backfill for Soldier Pile |
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The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 27.81 | 5.95 | 5517.1 | 153431 | 1 |
| 2 | 28.37 | 6.01 | 5474.3 | 155305 | 1 |
DIME Test ID: 2017-12-14-39-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5500
Age of specimen: 42 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing