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 # 030H26U4 Cty PLA Rte 65 PM R5.0/R6.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jeff Johnson |
Date Reported: |
10/02/2018 |
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Address: |
TL Number: |
136079 |
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City: |
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Project Name: NORTHBOUND WIDENING AND RAMP IMPROVEMENTS. |
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Prime Contractor: FLATIRON WEST INC |
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Sample Taken Date: |
09/04/2018 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: PLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING |
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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 | 6.02 | 28.46 | 87018 | 3057.6 | 1 |
2 | 6.02 | 28.46 | 87104 | 3060.6 | 1 |
DIME Test ID: 2018-09-04-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3060
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 |
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1 | 6.05 | 28.75 | 144966 | 5042.3 | 1 |
2 | 6.03 | 28.56 | 146888 | 5143.1 | 1 |
DIME Test ID: 2018-09-04-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5090
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing