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 # 041A5514 Cty SF Rte 101 PM 1.5/1.8,R4.1/R4.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jose David |
Date Reported: |
06/18/2015 |
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Address: |
TL Number: |
93326 |
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City: |
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Project Name: REPLACE BARRIER RAILINGS |
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Prime Contractor: CC MYERS INC |
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Sample Taken Date: |
04/23/2015 |
Mix Design: |
na |
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Contractor: Unknown |
Location: THE CITY AND COUNTY OF SAN FRANCISCO ON ROUTE 101 AND ROUTE 280 AT ROUTE 101/280 SEPARATION. |
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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 |
---|---|---|---|---|---|
1 | 28.27 | 6.00 | 5665.1 | 160151 | 1 |
2 | 28.27 | 6.00 | 5932.4 | 167708 | 1 |
DIME Test ID: 2015-04-23-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5800
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 |
---|---|---|---|---|---|
1 | 28.27 | 6.00 | 6694.7 | 189259 | 1 |
2 | 27.99 | 5.97 | 6842.0 | 191507 | 1 |
DIME Test ID: 2015-04-23-9-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6770
Age of specimen: 56 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) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|
1 | 28.27 | 6.00 | 160151 | 1 |
2 | 28.27 | 6.00 | 167708 | 1 |
DIME Test ID: 2015-04-23-9-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5800
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing