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 # 040A0204 Cty SON Rte 1 PM 15-15.7 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fabio La Serna |
Date Reported: |
11/04/2022 |
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Address: |
TL Number: |
256366 |
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City: |
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Project Name: Construct roadway and bridge with structural concrete and CIDH piling |
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Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
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Sample Taken Date: |
10/07/2022 |
Mix Design: |
72105003R |
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Contractor: Unknown |
Location : District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
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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
Cured in accordance with ASTM C511
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 | 32690 | 2576.0 | 2 |
2 | 4.01 | 12.63 | 34607 | 2740.0 | 2 |
3 | 4.01 | 12.63 | 34062 | 2697 | 2 |
DIME Test ID: 2022-10-07-32-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2670
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
Cured in accordance with ASTM C511
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 | 35881 | 2827.0 | 4 |
2 | 4.01 | 12.63 | 45119 | 3573.0 | 4 |
3 | 4.02 | 12.69 | 45799 | 3608 | 4 |
DIME Test ID: 2022-10-07-32-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3340
Age of specimen: 28 days
Certified By: Phillip Montes
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
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 | 64677 | 5121.0 | 1 |
2 | 4.02 | 12.69 | 63396 | 4995.0 | 1 |
3 | 4.02 | 12.69 | 57064 | 4496 | 1 |
DIME Test ID: 2022-10-07-32-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4870
Age of specimen: 14 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
Cured in accordance with ASTM C511
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 | 73498 | 5791.0 | 1 |
2 | 4.02 | 12.69 | 70578 | 5561.0 | 2 |
3 | 4.01 | 12.63 | 70339 | 5570 | 3 |
DIME Test ID: 2022-10-07-32-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5640
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing