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: |
09/09/2015 |
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Address: |
TL Number: |
Unknown |
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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: |
07/15/2015 |
Mix Design: |
Unknown |
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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: 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 | 6.09 | 29.13 | 146020 | 5012.7 | 1 |
2 | 5.97 | 27.99 | 115775 | 4136.3 | 1 |
DIME Test ID: 2015-07-15-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4570
Age of specimen: 14 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 | 6.01 | 28.37 | 152082 | 5360.7 | 1 |
2 | 6.01 | 28.37 | 167876 | 5917.4 | 1 |
DIME Test ID: 2015-07-15-7-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5640
Age of specimen: 28 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 | 5.99 | 28.18 | 173411 | 6153.7 | 1 |
2 | 6.01 | 28.37 | 178684 | 6298.3 | 1 |
DIME Test ID: 2015-07-15-7-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6230
Age of specimen: 56 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing