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 # 033H4504 Cty ED Rte 50 PM 33.8/34.2 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jody Phillips |
Date Reported: |
11/21/2022 |
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Address: |
TL Number: |
133680 |
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City: |
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Project Name: CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY. |
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Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
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Sample Taken Date: |
10/08/2022 |
Mix Design: |
CT072CR5WA |
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Contractor: Unknown |
Location: EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE |
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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 |
---|---|---|---|---|---|
1 | 4.01 | 12.63 | 20290 | 1607.0 | 2 |
2 | 4.01 | 12.63 | 19112 | 1513.0 | 4 |
3 | 4.01 | 12.63 | 31660 | 2507 | 2 |
DIME Test ID: 2022-10-08-3-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1880
Age of specimen: 4 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 | 32532 | 2563.0 | 4 |
2 | 4.02 | 12.69 | 41624 | 3279.0 | 4 |
3 | 4.02 | 12.69 | 41839 | 3296 | 1 |
DIME Test ID: 2022-10-08-3-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3050
Age of specimen: 9 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 | 4.01 | 12.63 | 44319 | 3509.0 | 1 |
2 | 4.02 | 12.69 | 49438 | 3895.0 | 1 |
3 | 4.02 | 12.69 | 46049 | 3628 | 1 |
DIME Test ID: 2022-10-08-3-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3680
Age of specimen: 16 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 | 4.01 | 12.63 | 37884 | 3000.0 | 1 |
2 | 4.02 | 12.69 | 50092 | 3947.0 | 1 |
3 | 4.00 | 12.57 | 48866 | 3889 | 1 |
DIME Test ID: 2022-10-08-3-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3610
Age of specimen: 30 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 | 46242 | 3643.0 | 1 |
2 | 4.02 | 12.69 | 38172 | 3008.0 | 2 |
3 | 4.02 | 12.69 | 44295 | 3490 | 2 |
DIME Test ID: 2022-10-08-3-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3380
Age of specimen: 44 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing