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 # 032G5404 Cty YOL Rte 128 PM VAR
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 # 032G5404 Cty YOL Rte 128 PM VAR Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Nimi Badwalz |
Date Reported: |
10/09/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: PLACE AND FURNISH POLYESTER CONCRETE OVERLAY, & REPLACE JOINT SEALS. |
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Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
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Sample Taken Date: |
08/28/2024 |
Mix Design: |
48013B01 |
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Contractor: Unknown |
Location : YOLO COUNTY AT VARIOUS LOCATIONS |
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Structure unique identifier: 22-0114L |
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Structure name: Union School Slough |
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Location of Pour: Bridge Deck |
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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 | 50720 | 3996.0 | 1 |
| 2 | 4.02 | 12.69 | 50116 | 3949.0 | 1 |
| 3 | 4.02 | 12.69 | 52578 | 4142 | 1 |
DIME Test ID: 2024-08-28-24-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4030
Age of specimen: 7 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 | 65751 | 5232.0 | 1 |
| 2 | 4.02 | 12.69 | 64488 | 5081.0 | 1 |
| 3 | 4.02 | 12.69 | 65768 | 5182 | 1 |
DIME Test ID: 2024-08-28-24-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5170
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 | 65104 | 5155.0 | 1 |
| 2 | 4.02 | 12.69 | 62032 | 4887.0 | 1 |
| 3 | 4.01 | 12.63 | 59853 | 4739 | 2 |
DIME Test ID: 2024-08-28-24-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4930
Age of specimen: 42 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