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: |
09/02/2022 |
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Address: |
TL Number: |
174105 |
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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: |
07/08/2022 |
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 | 4.03 | 12.76 | 57115 | 4478.0 | 1 |
2 | 4.02 | 12.69 | 57304 | 4515.0 | 1 |
3 | 4.02 | 12.69 | 56976 | 4489 | 1 |
DIME Test ID: 2022-07-08-22-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4490
Age of specimen: 28 days
Certified By: Ryan Crawford
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 | 4.03 | 12.76 | 62261 | 4881.0 | 1 |
2 | 4.03 | 12.76 | 66066 | 5179.0 | 1 |
3 | 4.03 | 12.76 | 63871 | 5007 | 1 |
DIME Test ID: 2022-07-08-22-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5020
Age of specimen: 56 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing