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 # 032F5904 Cty YUB Rte 20 PM 20.1/21.7, 0.0/0.1 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Aaron Chamberlin |
Date Reported: |
09/26/2018 |
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Address: |
TL Number: |
131158 |
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City: |
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Project Name: CURVE REALIGNMENT AND SHOULDER WIDENING |
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Prime Contractor: Flatiron West, Incorporated |
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Sample Taken Date: |
08/29/2018 |
Mix Design: |
000000000000000 |
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Contractor: Unknown |
Location : YUBA AND NEVADA COUNTIES NEAR SMARTSVILLE FROM 0.5 MILE WEST OF MCGANNEY LANE TO MOONEY FLAT ROAD |
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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
Cured in accordance with ASTM C511
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 | 6.01 | 28.37 | 133136 | 4692.8 | 1 |
2 | 6.01 | 28.37 | 133695 | 4712.5 | 1 |
DIME Test ID: 2018-08-29-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4700
Age of specimen: 6 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
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 | 6.03 | 28.56 | 198672 | 6956.3 | 1 |
2 | 6.03 | 28.56 | 194355 | 6805.1 | 1 |
DIME Test ID: 2018-08-29-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6880
Age of specimen: 28 days
Certified By: Larry McCrum
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing