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 # 03406604 Cty SUT Rte 99 PM 36.6/36.9,0.0/1.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Preston Tri |
Date Reported: |
10/13/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: CONST INTERCHANGE WITH HMA OVER AB RAMPS AND PS CONC I-GIRDER BR OC. |
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Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION |
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Sample Taken Date: |
09/15/2014 |
Mix Design: |
na |
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Contractor: Unknown |
Location: SACRAMENTO AND SUTTER COUNTIES NEAR SACRAMENTO FROM 1.3 MILES NORTH OF ELVERTA ROAD TO 0.6 MILE NORTH OF RIEGO ROAD |
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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 | 28.37 | 6.01 | 2704.2 | 76719 | 1 |
2 | 28.37 | 6.01 | 2822.1 | 80063 | 1 |
DIME Test ID: 2014-09-15-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2760
Comment on any defect in either specimen or caps (Max 250 Characters):
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 |
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1 | 28.46 | 6.02 | 5458.6 | 155351 | 1 |
2 | 28.46 | 6.02 | 5397.0 | 153600 | 1 |
DIME Test ID: 2014-09-15-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5430
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