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 # 030J8404 Cty BUT Rte 70 PM 16.6, 16.63
Vendor #
|
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 # 030J8404 Cty BUT Rte 70 PM 16.6, 16.63 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
glen Lawson |
Date Reported: |
10/25/2019 |
|
|
Address: |
TL Number: |
132512 |
||
|
City: |
||||
|
Project Name: Emergency Repair - High Speed Vehicle Strike |
||||
|
Prime Contractor: MCM |
||||
|
Sample Taken Date: |
09/27/2019 |
Mix Design: |
1611676 |
|
|
Contractor: Unknown |
Location : Garden Drive O.C |
|||
|
Structure unique identifier: |
||||
|
Structure name: |
||||
|
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
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 | 6.01 | 28.35 | 146056 | 5151.9 | 1 |
| 2 | 6.00 | 28.26 | 140837 | 4983.6 | 1 |
DIME Test ID: 2019-09-27-10-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5070
Age of specimen: 28 days
Certified By: Larry McCrum
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing