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 # 042K8404 Cty SOL Rte 29 PM 0.0,0.8/1.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Noel Aquino |
Date Reported: |
08/19/2022 |
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Address: |
TL Number: |
211030 |
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City: |
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Project Name: HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR. |
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Prime Contractor: OC Jones & Sons Inc |
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Sample Taken Date: |
07/08/2022 |
Mix Design: |
D101C5RS |
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Contractor: Unknown |
Location: SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING |
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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 | 4.03 | 12.76 | 50096 | 3927.0 | 1 |
2 | 4.03 | 12.76 | 50322 | 3945.0 | 1 |
3 | 4.03 | 12.76 | 49243 | 3861 | 4 |
DIME Test ID: 2022-07-08-24-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3910
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 | 4.02 | 12.69 | 64280 | 5064.0 | 1 |
2 | 4.01 | 12.63 | 61366 | 4859.0 | 1 |
3 | 4.00 | 12.57 | 58790 | 4678 | 1 |
DIME Test ID: 2022-07-08-24-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4870
Age of specimen: 10 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 | 68761 | 5418.0 | 1 |
2 | 4.02 | 12.69 | 67074 | 5285.0 | 1 |
3 | 4.02 | 12.69 | 67169 | 5292 | 1 |
DIME Test ID: 2022-07-08-24-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5330
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
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 | 77756 | 6157.0 | 1 |
2 | 4.01 | 12.63 | 85105 | 6739.0 | 1 |
3 | 4.01 | 12.63 | 73450 | 5816 | 1 |
DIME Test ID: 2022-07-08-24-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6240
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 | 73524 | 5764.0 | 3 |
2 | 4.02 | 12.69 | 72020 | 5674.0 | 3 |
3 | 4.03 | 12.76 | 75749 | 5938 | 3 |
DIME Test ID: 2022-07-08-24-6
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5790
Age of specimen: 42 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing