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 # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Ben Hargrove |
Date Reported: |
07/01/2016 |
|
Address: |
TL Number: |
177731 |
||
City: |
||||
Project Name: REPLACE BRIDGE |
||||
Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
||||
Sample Taken Date: |
06/03/2016 |
Mix Design: |
07216FA25 |
|
Contractor: Unknown |
Location: ABOUT 9.5 MILES EAST OF OROVILLE AT FLAG CANYON CREEK BRIDGE 12-140 |
|||
Structure unique identifier: Unknown |
||||
Structure name: Unknown |
||||
Location of Pour: Unknown |
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
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 | 5.99 | 28.18 | 79306 | 2814.3 | 1 |
2 | 6.00 | 28.27 | 82209 | 2908.0 | 1 |
DIME Test ID: 2016-06-03-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2860
Age of specimen: 4 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
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 | 5.99 | 28.18 | 86129 | 3056.4 | 1 |
2 | 6.00 | 28.27 | 84551 | 2990.8 | 1 |
DIME Test ID: 2016-06-03-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3020
Age of specimen: 7 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
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 | 95849 | 3424.4 | 2 |
2 | 5.98 | 28.09 | 87886 | 3128.7 | 3 |
DIME Test ID: 2016-06-03-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3280
Age of specimen: 14 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
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 | 106763 | 3776.5 | 1 |
2 | 6.02 | 28.46 | 115101 | 4044.3 | 1 |
DIME Test ID: 2016-06-03-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3910
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing