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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 # 041X2804 Cty ALA Rte 84 PM 11.2 or 15.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Eddie Dike |
Date Reported: |
09/25/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: Repair Slip Out |
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Prime Contractor: Pacific Coast Drilling Co., Inc. (Aaron Sykes) |
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Sample Taken Date: |
08/28/2024 |
Mix Design: |
DDJ118E3 |
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Contractor: Unknown |
Location : Niles Canyon |
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Structure unique identifier: 33-0776 |
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Structure name: Alameda Creek Bridge |
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Location of Pour: CIDH Pile for Pier 1R |
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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 |
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| 1 | 4.02 | 12.69 | 62274 | 4906.0 | 1 |
| 2 | 4.01 | 12.63 | 66114 | 5235.0 | 1 |
| 3 | 4.00 | 12.57 | 64679 | 5147 | 1 |
DIME Test ID: 2024-08-28-86-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5100
Age of specimen: 28 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