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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 # 044K2404 Cty MRN Rte 1 PM 10.9, 10.8/10.9, 10.90, 6.6/10.9 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Dawit Habteselassie |
Date Reported: |
06/21/2017 |
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Address: |
TL Number: |
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City: |
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Project Name: Construct Solier Pile Wall |
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Prime Contractor: Drill Tech |
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Sample Taken Date: |
05/24/2017 |
Mix Design: |
4700P |
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Contractor: Unknown |
Location : |
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Structure unique identifier: |
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Structure name: Retaining Wall 2 |
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Location of Pour: retaining wall 9 |
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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 | 28.37 | 6.01 | 5596.8 | 158780 | 1 |
| 2 | 28.46 | 6.02 | 5678.3 | 161605 | 1 |
DIME Test ID: 2017-05-24-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5640
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
