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 # 101J3104 Cty AMA Rte 88 PM 46.5,54.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Iqbal Aulakh |
Date Reported: |
11/10/2022 |
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Address: |
TL Number: |
204474 |
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City: |
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Project Name: REHABILITATE SAND HOUSE BUILDINGS. |
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Prime Contractor: TPA Construction, Inc. - Anastasia Tyukayeva |
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Sample Taken Date: |
10/13/2022 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: AMADOR COUNTY ABOUT 15 MILES NORTHEAST OF BUCKHORN AT THE MUD SPRINGS SAND HOUSE FACILITY AND THE PEDDLER HILL MAINTENANCE STATION |
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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 C39-17a : 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 | 4.01 | 12.63 | 89524 | 7089.0 | 4 |
2 | 4.01 | 12.63 | 87933 | 6963.0 | 4 |
3 | 4.01 | 12.63 | 11395 | 902 | 4 |
DIME Test ID: 2022-10-13-24-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4980
Age of specimen: 5 days
Certified By: Spencer Adams
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 | 4.02 | 12.69 | 113872 | 8972.0 | 4 |
2 | 4.03 | 12.76 | 116301 | 9118.0 | 4 |
3 | 4.01 | 12.63 | 88664 | 7020 | 2 |
DIME Test ID: 2022-10-13-24-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8370
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing