DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 103A66U4 Cty MER Rte 140 PM 58.7/60.5
Vendor #
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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 # 103A66U4 Cty MER Rte 140 PM 58.7/60.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Brent Haroldsen |
Date Reported: |
10/02/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: BRIDGE REPLACEMENT AND WIDEN ROADWAY. |
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Prime Contractor: R G W CONSTRUCTION INC |
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Sample Taken Date: |
08/21/2014 |
Mix Design: |
585861 |
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Contractor: Unknown |
Location: MERCED COUNTY IN AND NEAR MERCED FROM MARTHELLA AVENUE TO 0.3 KM EAST OF SANTA FE AVENUE |
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Structure unique identifier: |
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Structure name: bradley over head |
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Location of Pour: |
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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 | Average diameter of cylinder (in) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|
| 1 | 6.02 | 102456 | 1 |
| 2 | 6.01 | 102237 | 1 |
DIME Test ID: 2014-08-21-8-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3600
Comment on any defect in either specimen or caps (Max 250 Characters):
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 | 28.46 | 6.02 | 4474.5 | 127345 | 1 |
| 2 | 28.37 | 6.01 | 4381.7 | 124308 | 1 |
DIME Test ID: 2014-08-21-8-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4430
Comment on any defect in either specimen or caps (Max 250 Characters):
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 | 5045.5 | 142636 | 1 |
| 2 | 28.27 | 6.00 | 4772.0 | 134904 | 1 |
DIME Test ID: 2014-08-21-8-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4910
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing