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 # 043S9104 Cty MRN Rte 1 PM 7.7/7.8
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 # 043S9104 Cty MRN Rte 1 PM 7.7/7.8 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Gina Choi |
Date Reported: |
03/21/2018 |
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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: GORDON N. BALL, INC. |
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Sample Taken Date: |
02/07/2018 |
Mix Design: |
4201A |
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Contractor: Unknown |
Location : MARIN COUNTY NEAR MUIR BEACH AT 0.2 MILE NORTH OF COLD STREAMFIRE ROAD. |
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Structure unique identifier: 27E0037 |
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Structure name: Soldier Pile Wall |
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Location of Pour: lower waler |
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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 |
|---|---|---|---|---|---|
| 1 | 6.01 | 28.37 | 154870 | 5458.9 | 1 |
| 2 | 6.00 | 28.27 | 153823 | 5441.2 | 1 |
DIME Test ID: 2018-02-07-8-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5450
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