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 # 101G4904 Cty AMA Rte 88 PM 54.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Colin Doran |
Date Reported: |
10/18/2017 |
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Address: |
TL Number: |
173234 |
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City: |
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Project Name: SALT STORAGE SHED BUILDING |
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Prime Contractor: BRM Construction |
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Sample Taken Date: |
09/20/2017 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: IN AMADOR COUNTY AT THE PEDDLER HILL MAINTENANCE STATION |
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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 C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 6.00 | 28.27 | 132239 | 4677.7 | 1 |
2 | 6.00 | 28.27 | 125572 | 4441.9 | 1 |
DIME Test ID: 2017-09-20-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4560
Age of specimen: 28 days
Certified By: Bang Nguyen
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.02 | 28.46 | 114522 | 4024.0 | 1 |
2 | 6.00 | 28.27 | 117168 | 4144.6 | 1 |
DIME Test ID: 2017-09-20-4-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4080
Age of specimen: 21 days
Certified By: Bang Nguyen
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.00 | 28.27 | 105612 | 3735.8 | 1 |
2 | 6.00 | 28.27 | 112453 | 3977.8 | 1 |
DIME Test ID: 2017-09-20-4-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3860
Age of specimen: 14 days
Certified By: Bang Nguyen
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 5.99 | 28.18 | 95765 | 3398.3 | 1 |
2 | 6.00 | 28.27 | 92399 | 3268.4 | 1 |
DIME Test ID: 2017-09-20-4-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3330
Age of specimen: 7 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing