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 # 040120T4 Cty SF Rte 80 PM 12.6/13.9 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Tom Larwin |
Date Reported: |
11/03/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
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Prime Contractor: CALIFORNIA ENGINEERING CONTRACTORS, INC. |
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Sample Taken Date: |
10/06/2014 |
Mix Design: |
D101C5E |
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Contractor: Unknown |
Location: THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
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Structure unique identifier: 41B Column |
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Structure name: West Tie In Edge Beam |
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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 | 28.09 | 5.98 | 3616.5 | 101588 | 1 |
2 | 28.09 | 5.98 | 3683.4 | 103468 | 1 |
DIME Test ID: 2014-10-06-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3650
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 10 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 | 28.18 | 5.99 | 4268.0 | 120272 | 1 |
2 | 28.09 | 5.98 | 4059.2 | 114023 | 1 |
DIME Test ID: 2014-10-06-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4160
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 days
Certified By: Steve Wake
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 | 27.99 | 5.97 | 4784.7 | 133924 | 1 |
2 | 28.09 | 5.98 | 4779.0 | 134243 | 1 |
DIME Test ID: 2014-10-06-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4780
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 21 days
Certified By: Steve Wake
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 | 27.99 | 5.97 | 4967.3 | 139034 | 1 |
2 | 28.09 | 5.98 | 5110.1 | 143542 | 1 |
DIME Test ID: 2014-10-06-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5040
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Steve Wake
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing