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 # 033F0704 Cty SAC Rte 51 PM 2.0/3.5
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 # 033F0704 Cty SAC Rte 51 PM 2.0/3.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
John Ruzic |
Date Reported: |
02/16/2024 |
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Address: |
TL Number: |
295116 |
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City: |
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Project Name: American River Bridge Rehabilitation |
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Prime Contractor: American River Constructors |
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Sample Taken Date: |
01/05/2024 |
Mix Design: |
1624302 |
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Contractor: Unknown |
Location : |
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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 | 61818 | 4870.0 | 1 |
| 2 | 4.01 | 12.63 | 60600 | 4798.0 | 1 |
| 3 | 4.01 | 12.63 | 71105 | 5630 | 1 |
DIME Test ID: 2024-01-05-19-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5100
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
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 | 3.99 | 12.5 | 77059 | 6163.0 | 2 |
| 2 | 3.99 | 12.5 | 79271 | 6340.0 | 2 |
| 3 | 4.00 | 12.57 | 73965 | 5886 | 2 |
DIME Test ID: 2024-01-05-19-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6130
Age of specimen: 28 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 | 4.01 | 12.63 | 77294 | 6120.0 | 1 |
| 2 | 4.01 | 12.63 | 79653 | 6307.0 | 1 |
| 3 | 4.01 | 12.63 | 74172 | 5873 | 1 |
DIME Test ID: 2024-01-05-19-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6100
Age of specimen: 42 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing