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 # 02378904 Cty SHA Rte 5 PM R63.2/R65.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Time Bade |
Date Reported: |
06/02/2015 |
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Address: |
TL Number: |
95652 |
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City: |
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Project Name: BRIDGE REPLACEMENT |
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Prime Contractor: TUTOR-SALIBA CORPORATION |
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Sample Taken Date: |
04/28/2015 |
Mix Design: |
Clean 2 |
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Contractor: Unknown |
Location: IN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
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 | 28.27 | 6.00 | 9529.4 | 269397 | 1 |
2 | 28.27 | 6.00 | 9979.3 | 282115 | 2 |
DIME Test ID: 2015-04-28-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9750
Age of specimen: 28 days
Certified By: Thomas Stinnett
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing