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 # 04014104 Cty ALA Rte 80 PM 2.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Behzad Halali |
Date Reported: |
08/06/2015 |
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Address: |
TL Number: |
00001 |
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City: |
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Project Name: CONSTRUCT SFOBB MAINTENANCE FACILITIES - PHASE II |
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Prime Contractor: TABER CONSTRUCTION INC |
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Sample Taken Date: |
06/11/2015 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: IN ALAMEDA COUNTY ON ROUTE 80 AT THE SAN FRANCISCO BAY BRIDGE MAINTENANCE YARD |
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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 C39-10 : 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 | 3548.9 | 99689 | 1 |
2 | 28.18 | 5.99 | 3494.7 | 98482 | 1 |
DIME Test ID: 2015-06-11-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3520
Age of specimen: 7 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 | 4577.8 | 129413 | 1 |
2 | 28.27 | 6.00 | 4740.2 | 134005 | 1 |
DIME Test ID: 2015-06-11-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4660
Age of specimen: 14 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 | 5212.2 | 147349 | 1 |
2 | 28.27 | 6.00 | 5123.8 | 144849 | 1 |
DIME Test ID: 2015-06-11-6-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5170
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 | 28.37 | 6.01 | 6111.6 | 173385 | 1 |
2 | 27.99 | 5.97 | 6235.0 | 174518 | 1 |
DIME Test ID: 2015-06-11-6-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6170
Age of specimen: 56 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing