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 # 030F2804 Cty SAC Rte 99 PM 7.1/9.4 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Saed Masoud |
Date Reported: |
07/01/2021 |
|
Address: |
TL Number: |
197318 |
||
City: |
||||
Project Name: Dillard Overcrossing and McConnel Overhead |
||||
Prime Contractor: GRANITE CONSTRUCTION COMPANY |
||||
Sample Taken Date: |
06/03/2021 |
Mix Design: |
545-1 |
|
Contractor: Unknown |
Location: Hwy 99, Elk Grove, CA |
|||
Structure unique identifier: |
||||
Structure name: Dillard North-side diaphragms |
||||
Location of Pour: |
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 | 5.95 | 27.81 | 76601 | 2755.0 | 1 |
2 | 5.96 | 27.9 | 77862 | 2791.0 | 1 |
DIME Test ID: 2021-06-03-8-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2770
Age of specimen: 4 days
Certified By: Spencer Adams
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 | 120365 | 4300.0 | 1 |
2 | 5.97 | 27.99 | 120854 | 4317.0 | 1 |
DIME Test ID: 2021-06-03-8-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4310
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing