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 # 100S1104 Cty SJ Rte 4 PM Var Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Harminder Deol |
Date Reported: |
09/23/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: SR-4 FREEWAY EXTENSION |
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Prime Contractor: BROSAMER & WALL, INC. |
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Sample Taken Date: |
08/12/2014 |
Mix Design: |
none |
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Contractor: Unknown |
Location: IN SAN JOAQUIN COUNTY |
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Structure unique identifier: |
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Structure name: |
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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 | 28.37 | 6.01 | 4212.2 | 119499 | 1 |
2 | 28.37 | 6.01 | 4290.9 | 121733 | 1 |
DIME Test ID: 2014-08-12-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4250
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 4 days
Certified By: Mike Mullins
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 |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 5509.7 | 156311 | 1 |
2 | 28.37 | 6.01 | 5791.6 | 164309 | 1 |
DIME Test ID: 2014-08-12-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5650
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins
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 | 6456.7 | 182531 | 1 |
2 | 28.27 | 6.00 | 6322.8 | 178746 | 1 |
DIME Test ID: 2014-08-12-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6390
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Steve Wake
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing