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 # 041K8004 Cty NAP Rte 121 PM 16.7/16.9, 16.7/20.35 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Danilo Patenia |
Date Reported: |
11/28/2016 |
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Address: |
TL Number: |
210251 |
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City: |
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Project Name: Install temporary one-way traffic control signals, construct soldier pile retaining wall, reconstruct roadway, place RSP & perform miscellaneous related work |
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Prime Contractor: GORDON N BALL INC |
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Sample Taken Date: |
11/18/2016 |
Mix Design: |
ct1mod |
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Contractor: Unknown |
Location: |
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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 | 6.03 | 28.56 | 101352 | 3548.7 | 1 |
2 | 6.02 | 28.46 | 103006 | 3619.3 | 1 |
DIME Test ID: 2016-11-18-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3580
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 10 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing