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 # 030F6904 Cty BUT Rte 70 PM 24.3
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 # 030F6904 Cty BUT Rte 70 PM 24.3 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Ben Hargrove |
Date Reported: |
08/17/2016 |
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Address: |
TL Number: |
03 |
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City: |
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Project Name: REPLACE BRIDGE |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
07/20/2016 |
Mix Design: |
569845 |
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Contractor: Unknown |
Location : ABOUT 9.5 MILES EAST OF OROVILLE AT FLAG CANYON CREEK BRIDGE 12-140 |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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 | 5.95 | 27.81 | 60506 | 2175.7 | 1 |
| 2 | 5.96 | 27.9 | 62768 | 2249.7 | 1 |
DIME Test ID: 2016-07-20-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2210
Age of specimen: 7 days
Certified By: Bang Nguyen
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 | 6.00 | 28.27 | 46647 | 1650.1 | 1 |
| 2 | 6.01 | 28.37 | 69969 | 2466.3 | 1 |
DIME Test ID: 2016-07-20-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2060
Age of specimen: 12 days
Certified By: Mike Mullins
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 27.81 | 5.95 | 2725.1 | 75786 | 2 |
| 2 | 27.9 | 5.96 | 2628.3 | 73329 | 2 |
DIME Test ID: 2016-07-20-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2680
Age of specimen: 19 days
Certified By: Mike Mullins
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 | 5.97 | 27.99 | 79034 | 2823.7 | 6 |
| 2 | 5.97 | 27.99 | 90916 | 3248.2 | 1 |
DIME Test ID: 2016-07-20-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3040
Age of specimen: 28 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing