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 # 031H4804 Cty ED Rte 193 PM 23.4, 23.4, 23.4, 23.4, 23.40 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Nathan Alterton |
Date Reported: |
06/10/2016 |
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Address: |
TL Number: |
133596 |
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City: |
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Project Name: Emergency Slope Failure -Replace remaining section of gabion wall with soldier pile tieback wall and reconstruct roadway |
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Prime Contractor: MCM Construction, Inc |
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Sample Taken Date: |
05/13/2016 |
Mix Design: |
ae080ar5wa |
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Contractor: Unknown |
Location: El Dorado 193 |
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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 | 92626 | 3297.5 | 1 |
2 | 5.96 | 27.9 | 81496 | 2921.0 | 1 |
DIME Test ID: 2016-05-13-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3110
Age of specimen: 5 days
Certified By: Bang Nguyen
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 |
---|---|---|---|---|---|
1 | 5.96 | 27.9 | 88322 | 3165.7 | 1 |
2 | 5.98 | 28.09 | 87109 | 3101.1 | 1 |
DIME Test ID: 2016-05-13-4-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3130
Age of specimen: 7 days
Certified By: Larry McCrum
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 |
---|---|---|---|---|---|
1 | 6.01 | 28.37 | 115755 | 4080.2 | 1 |
2 | 6.01 | 28.37 | 104998 | 3701.0 | 1 |
DIME Test ID: 2016-05-13-4-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3890
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing