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 # 041SS584 Cty MRN Rte 1 PM 2.2
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 # 041SS584 Cty MRN Rte 1 PM 2.2 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Steve Russell |
Date Reported: |
08/30/2017 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: SOLDIER PILE RETAINING WALL |
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Prime Contractor: GORDON N BALL INC |
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Sample Taken Date: |
08/02/2017 |
Mix Design: |
4700P |
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Contractor: Unknown |
Location: MARIN COUNTY AT TAMALPAIS-HOMESTEAD VALLEY 0.3 MILE SOUTH OF WEST CALIFORNIA AVENUE |
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Structure unique identifier: Unknown |
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Structure name: 27E0073 |
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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
| 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 | 6.02 | 28.46 | 216987 | 7624.3 | 1 |
| 2 | 6.02 | 28.46 | 200398 | 7041.4 | 1 |
DIME Test ID: 2017-08-02-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7330
Age of specimen: 28 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing