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 # 101J0104 Cty CAL Rte 88 PM 34.6/2.2 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Pawan Garg |
Date Reported: |
06/16/2023 |
|
Address: |
TL Number: |
79396 |
||
City: |
||||
Project Name: Construct fuel island canopies. |
||||
Prime Contractor: CAL ELECTRO, INC. - Valerie Jenkins |
||||
Sample Taken Date: |
05/19/2023 |
Mix Design: |
D673A |
|
Contractor: Unknown |
Location: In Calaveras and Alpine counties on Route 26 at the West Point Maintenance Station and on Route 88 at the Caples Lake Maintenance Station. |
|||
Structure unique identifier: |
||||
Structure name: |
||||
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 | 4.01 | 12.63 | 19699 | 1560.0 | 1 |
2 | 4.05 | 12.88 | 27396 | 2127.0 | 1 |
3 | 4.02 | 12.69 | 18744 | 1477 | 1 |
DIME Test ID: 2023-05-19-16-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1720
Age of specimen: 7 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 | 4.02 | 12.69 | 49018 | 3862.0 | 1 |
2 | 4.03 | 12.76 | 47321 | 3710.0 | 1 |
3 | 4.04 | 12.82 | 49506 | 3862 | 1 |
DIME Test ID: 2023-05-19-16-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3810
Age of specimen: 14 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 | 4.02 | 12.69 | 47344 | 3730.0 | 1 |
2 | 4.02 | 12.69 | 35240 | 2776.0 | 3 |
3 | 4.02 | 12.69 | 41592 | 3277 | 1 |
DIME Test ID: 2023-05-19-16-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3260
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing