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 # 040A5344 Cty SOL Rte 80 PM R11.4/13.0 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Noel AQUINO |
Date Reported: |
03/13/2015 |
|
Address: |
TL Number: |
209719 |
||
City: |
||||
Project Name: REALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE. |
||||
Prime Contractor: DESILVA GATES-VIKING JV |
||||
Sample Taken Date: |
02/27/2015 |
Mix Design: |
zzzzzzzzzzzzzzzzz |
|
Contractor: Unknown |
Location : IN SOLANO COUNTY NEAR FAIRFIELD. |
|||
Structure unique identifier: Unknown |
||||
Structure name: Unknown |
||||
Location of Pour: |
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
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 | 28.09 | 5.98 | 2925.6 | 82181 | 1 |
2 | 28.09 | 5.98 | 3090.9 | 86824 | 1 |
DIME Test ID: 2015-02-27-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3010
Age of specimen: 14 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing