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 # 041J3204 Cty SON Rte 116 PM 13.7 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Scott Hislop |
Date Reported: |
10/03/2016 |
|
Address: |
TL Number: |
Unknown |
||
City: |
||||
Project Name: REPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING. |
||||
Prime Contractor: GORDON N. BALL, INC. |
||||
Sample Taken Date: |
09/28/2016 |
Mix Design: |
72102503F |
|
Contractor: Unknown |
Location: REPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING. |
|||
Structure unique identifier: 041J3204 |
||||
Structure name: Retaining Wall Pocket Creek |
||||
Location of Pour: Unknown |
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 28.09 | 5.98 | 3597.6 | 101056 | 1 |
2 | 28.09 | 5.98 | 3611.5 | 101446 | 1 |
DIME Test ID: 2016-09-28-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3600
Age of specimen: 5 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing