DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 030H10U4 Cty SAC Rte 5 PM 9.7/24.9
Vendor #
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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 # 030H10U4 Cty SAC Rte 5 PM 9.7/24.9 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Daniel Tecle |
Date Reported: |
07/05/2022 |
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Address: |
TL Number: |
225396 |
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City: |
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Project Name: |
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Prime Contractor: NOR CAL PAVING TEICHERT/GRANITE |
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Sample Taken Date: |
06/05/2022 |
Mix Design: |
T71b503 |
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Contractor: Unknown |
Location : Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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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 | 43214 | 3405.0 | 4 |
| 2 | 4.02 | 12.69 | 41535 | 3272.0 | 1 |
| 3 | 4.03 | 12.76 | 42503 | 3332 | 4 |
DIME Test ID: 2022-06-05-6-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3340
Age of specimen: 8 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 | 4.03 | 12.76 | 52706 | 4132.0 | 4 |
| 2 | 4.02 | 12.69 | 54295 | 4278.0 | 2 |
| 3 | 4.02 | 12.69 | 53997 | 4254 | 1 |
DIME Test ID: 2022-06-05-6-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4220
Age of specimen: 15 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 | 4.03 | 12.76 | 44997 | 3528.0 | 4 |
| 2 | 4.05 | 12.88 | 47302 | 3672.0 | 4 |
| 3 | 4.03 | 12.76 | 45511 | 3568 | 4 |
DIME Test ID: 2022-06-05-6-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3590
Age of specimen: 22 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
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 | 53274 | 4218.0 | 1 |
| 2 | 4.01 | 12.63 | 52062 | 4122.0 | 1 |
| 3 | 4.02 | 12.69 | 55827 | 4398 | 1 |
DIME Test ID: 2022-06-05-6-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4250
Age of specimen: 30 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing