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 # 021H5104 Cty TEH Rte 99 PM 9.0/9.3
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 # 021H5104 Cty TEH Rte 99 PM 9.0/9.3 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
George Moore |
Date Reported: |
09/08/2022 |
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Address: |
TL Number: |
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City: |
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Project Name: CHAMPLIN SLOUGH |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
07/06/2022 |
Mix Design: |
JS 1212 |
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Contractor: Unknown |
Location : REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
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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 C39 - Ground End
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 | 3.00 | 7.07 | 64049 | 9059.3 | 1 |
| 2 | 3.00 | 7.07 | 58305 | 8246.8 | 1 |
| 3 | 3.00 | 7.07 | 64604 | 9137.8 | 1 |
| 4 | 3.00 | 7.07 | 56377 | 7974.1 | 1 |
| 5 | 3.00 | 7.07 | 70031 | 9905.4 | 1 |
DIME Test ID: 2022-07-06-16-1
Number of specimens: 5
Compressive strength (to nearest 10 psi): 8860
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Spencer Adams
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C39 - Ground End
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 | 3.02 | 7.16 | 160525 | 22419.7 | 1 |
| 2 | 3.02 | 7.16 | 176223 | 24612.2 | 1 |
| 3 | 3.03 | 7.21 | 136678 | 18956.7 | 1 |
| 4 | 3.03 | 7.21 | 144198 | 19999.7 | 1 |
| 5 | 3.04 | 7.26 | 155450 | 21411.8 | 1 |
DIME Test ID: 2022-07-06-16-2
Number of specimens: 5
Compressive strength (to nearest 10 psi): 21480
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 56 days
Certified By: Spencer Adams
Test ID: 2022-07-06-16-1: 12 Hour Break
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing