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 # 100W1904 Cty SJ Rte 99 PM 22.9/38.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Troy Scheiber |
Date Reported: |
06/10/2015 |
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Address: |
TL Number: |
189010 |
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City: |
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Project Name: PAVEMENT RESURFACING |
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Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION |
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Sample Taken Date: |
05/13/2015 |
Mix Design: |
na |
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Contractor: Unknown |
Location: SAN JOAQUIN COUNTY IN AND NEAR LODI FROM HAMMER LANE OVERCROSSING TO SACRAMENTO COUNTY LINE |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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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 | 28.27 | 6.00 | 2217.3 | 62682 | 1 |
2 | 28.27 | 6.00 | 2127.6 | 60148 | 1 |
DIME Test ID: 2015-05-13-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2170
Age of specimen: 7 days
Certified By: Bang Nguyen
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 | 3007.8 | 85330 | 1 |
2 | 28.27 | 6.00 | 2984.1 | 84361 | 1 |
DIME Test ID: 2015-05-13-5-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3000
Age of specimen: 14 days
Certified By: Bang Nguyen
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 | 28.46 | 6.02 | 3711.0 | 105615 | 1 |
2 | 28.27 | 6.00 | 3777.4 | 106788 | 1 |
DIME Test ID: 2015-05-13-5-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3740
Age of specimen: 28 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing