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 # 041X5804 Cty SON Rte 116 PM 19.9 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
08/05/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: Remove 12" AC overlay on the Jones Creek Bridge and Install precast pre-stressed slab girder. |
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Prime Contractor: Gordon N Ball, Inc. |
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Sample Taken Date: |
06/29/2024 |
Mix Design: |
80371TP |
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Contractor: Unknown |
Location : Jones Creek Bridge (Bridge # 20-0094) in Sonoma 116 post mile 19.9 |
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Structure unique identifier: |
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Structure name: Jones Bridge |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Temperature |
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83 |
DIME Test ID: 2024-06-29-5-1
Certified By: Anthony Tierra
ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Identification of concrete represented by the sample | Volume of the measure | Density of concrete |
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Slabs | 0.262 | 142.7 |
DIME Test ID: 2024-06-29-5-2
Certified By: Anthony Tierra
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 | 67727 | 5336.0 | 1 |
2 | 4.03 | 12.76 | 64819 | 5082.0 | 1 |
3 | 4.00 | 12.57 | 64889 | 5164 | 1 |
DIME Test ID: 2024-06-29-5-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5190
Age of specimen: 30 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing