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 # 10462104 Cty TUO Rte 108 PM R18.9/38.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Shamsurahman Sheenwari |
Date Reported: |
09/14/2022 |
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Address: |
TL Number: |
174102 |
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City: |
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Project Name: COLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS. |
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Prime Contractor: |
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Sample Taken Date: |
06/10/2022 |
Mix Design: |
718815A6 |
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Contractor: Unknown |
Location: TUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK 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 C39-17a : 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 | 4.02 | 12.69 | 37104 | 2923.0 | 1 |
2 | 4.02 | 12.69 | 37776 | 2976.0 | 4 |
3 | 4.02 | 12.69 | 37407 | 2947 | 4 |
DIME Test ID: 2022-06-10-22-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2950
Age of specimen: 7 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 | 4.04 | 12.82 | 51189 | 3993.0 | 4 |
2 | 4.04 | 12.82 | 58201 | 4540.0 | 1 |
3 | 4.03 | 12.76 | 49131 | 3852 | 4 |
DIME Test ID: 2022-06-10-22-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4130
Age of specimen: 28 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 | 4.04 | 12.82 | 62308 | 4861.0 | 2 |
2 | 4.03 | 12.76 | 67538 | 5295.0 | 2 |
3 | 4.02 | 12.69 | 69077 | 5442 | 2 |
DIME Test ID: 2022-06-10-22-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5200
Age of specimen: 96 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing