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 # 06342534 Cty FRE Rte 180 PM R74.1/R78.6 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Justin Kimura |
Date Reported: |
02/08/2018 |
|
Address: |
TL Number: |
|
||
City: |
||||
Project Name: CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY |
||||
Prime Contractor: SECURITY PAVING COMPANY, INC. |
||||
Sample Taken Date: |
01/11/2018 |
Mix Design: |
SCC-S90-25F |
|
Contractor: Unknown |
Location: FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE |
|||
Structure unique identifier: |
||||
Structure name: China Slough |
||||
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 | 6.01 | 28.37 | 250454 | 8828.1 | 1 |
2 | 6.02 | 28.46 | 257592 | 9051.0 | 1 |
DIME Test ID: 2018-01-11-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8940
Age of specimen: 7 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 | 6.01 | 28.37 | 267363 | 9424.1 | 1 |
2 | 6.02 | 28.46 | 283463 | 9960.0 | 1 |
DIME Test ID: 2018-01-11-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9690
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing