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 # 042A1104 Cty NAP Rte 121 PM 20.2/20.4PM Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Principe Tenoso |
Date Reported: |
10/03/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: BRIDGE REMOVAL, BRIDGE REPLACEMENT AND ROADWAY WIDENING. |
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Prime Contractor: Gordon N. Ball, Inc. |
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Sample Taken Date: |
09/05/2014 |
Mix Design: |
na |
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Contractor: Unknown |
Location: NAPA COUNTY ABOUT 2 MILES SOUTH OF JUNCTION OF ROUTE 128 AT CAPELL CREEK BRIDGE. |
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Structure unique identifier: |
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Structure name: |
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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 | 4678.5 | 131418 | 1 |
2 | 28.09 | 5.98 | 4532.9 | 127328 | 1 |
DIME Test ID: 2014-09-05-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4610
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 |
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1 | 12.57 | 4.00 | 575.0 | 7228 | 1 |
2 | 12.57 | 4.00 | 563.8 | 7087 | 2 |
DIME Test ID: 2014-09-05-4-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 570
Age of specimen: 22 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing