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: |
05/02/2022 |
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Address: |
TL Number: |
225394 |
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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: |
04/03/2022 |
Mix Design: |
T71B5H2 |
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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 | 41911 | 3302.0 | 1 |
| 2 | 4.02 | 12.69 | 31037 | 2445.0 | 2 |
| 3 | 4.02 | 12.69 | 40730 | 3209 | 1 |
DIME Test ID: 2022-04-03-1-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2990
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 | 49503 | 3881.0 | 1 |
| 2 | 4.02 | 12.69 | 49182 | 3875.0 | 1 |
| 3 | 4.02 | 12.69 | 47684 | 3757 | 1 |
DIME Test ID: 2022-04-03-1-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3840
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 | 4.02 | 12.69 | 52666 | 4149.0 | 1 |
| 2 | 4.03 | 12.76 | 54086 | 4240.0 | 1 |
| 3 | 4.03 | 12.76 | 54644 | 4284 | 4 |
DIME Test ID: 2022-04-03-1-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4220
Age of specimen: 22 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 | 56743 | 4471.0 | 1 |
| 2 | 4.03 | 12.76 | 57608 | 4516.0 | 1 |
| 3 | 4.03 | 12.76 | 55452 | 4347 | 4 |
DIME Test ID: 2022-04-03-1-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4440
Age of specimen: 29 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing