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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 # 030L0804 Cty SAC Rte 51 PM 5.5/5.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jony Tji |
Date Reported: |
07/05/2024 |
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Address: |
TL Number: |
114912 |
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City: |
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Project Name: Bridge Rail Replacement due to Vehicle Strike |
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Prime Contractor: RA NEMETZ |
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Sample Taken Date: |
03/27/2024 |
Mix Design: |
CT590133 |
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Contractor: Unknown |
Location : Marconi Bridge |
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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 | 58309 | 4594.0 | 1 |
| 2 | 4.01 | 12.63 | 65568 | 5192.0 | 1 |
| 3 | 4.02 | 12.69 | 54858 | 4322 | 1 |
DIME Test ID: 2024-03-27-26-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4700
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 | 4.00 | 12.57 | 75174 | 5982.0 | 1 |
| 2 | 4.00 | 12.57 | 72288 | 5752.0 | 1 |
| 3 | 4.01 | 12.63 | 72905 | 5773 | 1 |
DIME Test ID: 2024-03-27-26-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5840
Age of specimen: 100 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