DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 030N3504 Cty SAC Rte 5 PM 25/28
Vendor #
|
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 # 030N3504 Cty SAC Rte 5 PM 25/28 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Joni Tji |
Date Reported: |
10/14/2024 |
|
|
Address: |
TL Number: |
133684 |
||
|
City: |
||||
|
Project Name: Deck rehab with RSC. New Approach Slabs. New Barriers. |
||||
|
Prime Contractor: GRANITE CONSTRUCTION |
||||
|
Sample Taken Date: |
07/14/2024 |
Mix Design: |
Unknown |
|
|
Contractor: Unknown |
Location : Br 24-0207L/R. Br 24-0068L |
|||
|
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
Cured in accordance with ASTM C511
| 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 | 157352 | 5547.0 | 1 |
| 2 | 6.02 | 28.46 | 176010 | 6184.0 | 1 |
DIME Test ID: 2024-07-14-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5870
Age of specimen: 3 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
Cured in accordance with ASTM C511
| 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 | 6.00 | 28.27 | 169910 | 6009.0 | 4 |
| 2 | 6.01 | 28.37 | 183470 | 6467.0 | 4 |
DIME Test ID: 2024-07-14-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6240
Age of specimen: 29 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
Cured in accordance with ASTM C511
| 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 | 174049 | 6135.0 | 1 |
| 2 | 6.00 | 28.27 | 184260 | 6517.0 | 1 |
DIME Test ID: 2024-07-14-6-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6330
Age of specimen: 92 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing