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: |
03/15/2022 |
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Address: |
TL Number: |
211012 |
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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: |
01/22/2022 |
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: Deck Slab Bridge Stage 1 |
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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 | 5.95 | 27.81 | 115305 | 4147.0 | 1 |
2 | 5.96 | 27.9 | 115048 | 4124.0 | 1 |
DIME Test ID: 2022-01-22-11-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4140
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 | 5.96 | 27.9 | 121932 | 4371.0 | 1 |
2 | 5.96 | 27.9 | 122323 | 4385.0 | 1 |
DIME Test ID: 2022-01-22-11-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4380
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 | 5.97 | 27.99 | 154918 | 5534.0 | 1 |
2 | 5.96 | 27.9 | 150537 | 5396.0 | 1 |
DIME Test ID: 2022-01-22-11-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5470
Age of specimen: 16 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 | 5.95 | 27.81 | 170623 | 6136.0 | 1 |
2 | 5.96 | 27.9 | 172337 | 6177.0 | 1 |
DIME Test ID: 2022-01-22-11-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6160
Age of specimen: 23 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 | 5.97 | 27.99 | 175412 | 6266.0 | 1 |
2 | 5.99 | 28.18 | 176764 | 6273.0 | 1 |
DIME Test ID: 2022-01-22-11-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6270
Age of specimen: 31 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 | 5.97 | 27.99 | 188518 | 6735.0 | 1 |
2 | 5.97 | 27.99 | 190741 | 6814.0 | 1 |
DIME Test ID: 2022-01-22-11-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6770
Age of specimen: 44 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 | 5.96 | 27.9 | 194990 | 6989.0 | 1 |
2 | 5.96 | 27.9 | 197169 | 7067.0 | 1 |
DIME Test ID: 2022-01-22-11-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7030
Age of specimen: 52 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing