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 # 031F4004 Cty PLA Rte 80 PM 35.1/38.3 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Phil Zink |
Date Reported: |
09/23/2016 |
|
Address: |
TL Number: |
085416 |
||
City: |
||||
Project Name: WIDEN EASTBOUND ROADWAY |
||||
Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION |
||||
Sample Taken Date: |
08/26/2016 |
Mix Design: |
Unknown |
|
Contractor: Unknown |
Location: WIDEN EASTBOUND ROADWAY |
|||
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 | 5.98 | 28.09 | 95498 | 3399.7 | 1 |
2 | 5.99 | 28.18 | 96418 | 3421.5 | 1 |
DIME Test ID: 2016-08-26-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3410
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 | 6.04 | 28.65 | 105369 | 3677.8 | 1 |
2 | 6.04 | 28.65 | 104017 | 3630.6 | 1 |
DIME Test ID: 2016-08-26-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3650
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 | 6.01 | 28.37 | 111547 | 3931.9 | 1 |
2 | 6.01 | 28.37 | 115512 | 4071.6 | 1 |
DIME Test ID: 2016-08-26-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4000
Age of specimen: 21 days
Certified By: Larry McCrum
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 | 119949 | 4243.0 | 1 |
2 | 6.01 | 28.37 | 117317 | 4135.2 | 1 |
DIME Test ID: 2016-08-26-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4190
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing