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 # 044K8404 Cty MRN Rte 1 PM 8.2/8.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Gina Choi |
Date Reported: |
09/28/2017 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: IN MARIN CNTY, ON ROUTE 1, PM 8.2/8.5, NEAR STINSON BEACH FR 2.3 TO 2.6 MILES NORTH OF MUIR WOODS RD |
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Prime Contractor: THOMPSON BUILDERS CORPORATION |
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Sample Taken Date: |
08/17/2017 |
Mix Design: |
4201A |
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Contractor: Unknown |
Location: CONSTRUCT SOLDIER PILE WALL (KP 13.1/13.6) EFA VIA DO |
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Structure unique identifier: Unknown |
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Structure name: Soldier Pile Wall |
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Location of Pour: soldier pile |
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
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 |
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1 | 28.37 | 6.01 | 5096.7 | 144592 | 1 |
2 | 28.27 | 6.00 | 5140.0 | 145308 | 1 |
DIME Test ID: 2017-08-17-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5120
Age of specimen: 42 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing