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 # 043Y2004 Cty SON Rte 116 PM 12.1/12.1
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 # 043Y2004 Cty SON Rte 116 PM 12.1/12.1 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Unknown |
Date Reported: |
06/19/2024 |
|
|
Address: |
TL Number: |
|
||
|
City: |
||||
|
Project Name: |
||||
|
Prime Contractor: Goodfellow Bros. California, LCC |
||||
|
Sample Taken Date: |
10/30/2023 |
Mix Design: |
B6438 |
|
|
Contractor: Unknown |
Location : |
|||
|
Structure unique identifier: |
||||
|
Structure name: Guerneville slide wall facing |
||||
|
Location of Pour: Wall facing |
||||
The following testing has been tested in accordance with:
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
|---|
| 62 |
DIME Test ID: 2023-10-30-16-1
Certified By: Lauren Lau
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
| 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 | 4.00 | 12.57 | 33930 | 2700.0 | 1 |
| 2 | 4.01 | 12.63 | 33593 | 2660.0 | 1 |
| 3 | 4.01 | 12.63 | 34750 | 2752 | 1 |
DIME Test ID: 2023-10-30-16-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2700
Age of specimen: 7 days
Certified By: Spencer Adams
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
| 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 | 4.00 | 12.57 | 50926 | 4053.0 | 1 |
| 2 | 4.00 | 12.57 | 53219 | 4235.0 | 1 |
| 3 | 4.00 | 12.57 | 52791 | 4201 | 1 |
DIME Test ID: 2023-10-30-16-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4160
Age of specimen: 28 days
Certified By: Spencer Adams
Test ID: 2023-10-30-16-1: Ambient 60F
|
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing