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 # 04014104 Cty ALA Rte 80 PM 2.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Behzad Halali |
Date Reported: |
07/23/2015 |
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Address: |
TL Number: |
00001 |
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City: |
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Project Name: CONSTRUCT SFOBB MAINTENANCE FACILITIES - PHASE II |
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Prime Contractor: TABER CONSTRUCTION INC |
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Sample Taken Date: |
06/11/2015 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: IN ALAMEDA COUNTY ON ROUTE 80 AT THE SAN FRANCISCO BAY BRIDGE MAINTENANCE YARD |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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 |
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1 | 5.98 | 28.09 | 165133 | 5878.7 | 1 |
2 | 5.98 | 28.09 | 159317 | 5671.7 | 1 |
DIME Test ID: 2015-06-11-11-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5780
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Mike Mullins
Test ID: 2015-06-11-11-1: replaced dime #2015-06-11-00000006-4
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing