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 # 060K4604 Cty KER Rte 46 PM 57.3/57.8,43.9/44.6 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Fernando De Alba |
Date Reported: |
05/23/2018 |
|
Address: |
TL Number: |
819453 |
||
City: |
||||
Project Name: REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE. |
||||
Prime Contractor: SEMA CONSTRUCTION |
||||
Sample Taken Date: |
04/25/2018 |
Mix Design: |
Unknown |
|
Contractor: Unknown |
Location: KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION |
|||
Structure unique identifier: Unknown |
||||
Structure name: Unknown |
||||
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
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 | 3.00 | 7.07 | 125738 | 17784.7 | 1 |
2 | 3.00 | 7.07 | 128919 | 18234.7 | 1 |
3 | 3.00 | 7.07 | 128793 | 18216.8 | 1 |
DIME Test ID: 2018-04-25-10-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 18080
Age of specimen: 5 days
Certified By: Mike Mullins
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 | 3.00 | 7.07 | 167425 | 23681.0 | 1 |
2 | 3.00 | 7.07 | 166736 | 23583.6 | 1 |
3 | 3.01 | 7.12 | 162242 | 22786.8 | 1 |
DIME Test ID: 2018-04-25-10-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 23350
Age of specimen: 14 days
Certified By: Bang Nguyen
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 | 3.01 | 7.12 | 194016 | 27249.4 | 4 |
2 | 3.01 | 7.12 | 177179 | 24884.7 | 1 |
3 | 3.00 | 7.07 | 175244 | 24787 | 4 |
DIME Test ID: 2018-04-25-10-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 25640
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing