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 # 030F2864 Cty SAC Rte 99 PM 7.92 / 8.4
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 # 030F2864 Cty SAC Rte 99 PM 7.92 / 8.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Masoud Saed |
Date Reported: |
01/18/2022 |
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Address: |
TL Number: |
293120 |
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City: |
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Project Name: Remove and replace Consumnes River and Consumnes River Overflow bridge |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
12/18/2021 |
Mix Design: |
548 |
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Contractor: Unknown |
Location : Sacramento County |
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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 | 55165 | 4346.0 | 1 |
| 2 | 4.02 | 12.69 | 56754 | 4472.0 | 1 |
| 3 | 4.02 | 12.69 | 55281 | 4355 | 1 |
DIME Test ID: 2021-12-18-3-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4390
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
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 | 67176 | 5293.0 | 1 |
| 2 | 4.01 | 12.63 | 66069 | 5231.0 | 1 |
| 3 | 4.01 | 12.63 | 68182 | 5399 | 1 |
DIME Test ID: 2021-12-18-3-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5310
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
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 | 71062 | 5599.0 | 1 |
| 2 | 4.01 | 12.63 | 72605 | 5749.0 | 1 |
| 3 | 4.02 | 12.69 | 73408 | 5784 | 1 |
DIME Test ID: 2021-12-18-3-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5710
Age of specimen: 31 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