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: |
11/21/2023 |
Mix Design: |
B6438 |
|
Contractor: Unknown |
Location: |
|||
Structure unique identifier: |
||||
Structure name: Guerneville slide wall facing |
||||
Location of Pour: Concrete wall facing |
The following testing has been tested in accordance with:
ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Unit system used? | Number of specimens | Test performed | Average diameter of cylinder 1 | Average diameter of cylinder 2 | Average diameter of cylinder 3 | Cross sectional area of cylinder 1 | Cross sectional area of cylinder 2 | Cross sectional area of cylinder 3 | Compressive strength (to nearest 10 psi) | Maximum load on cylinder 1 | Maximum load on cylinder 2 | Maximum load on cylinder 3 | Compressive strength of cylinder 1 | Type of fracture pattern of cylinder 1 | Compressive strength of cylinder 2 | Compressive strength of cylinder 3 | Type of fracture pattern of cylinder 2 | Type of fracture pattern of cylinder 3 | Correction factor for cylinder 1 | Correction factor for cylinder 2 | Correction factor for cylinder 3 | Age of specimen |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
US Units | 3 | With no density determined | 4.00 | 4.01 | 3.98 | 12.57 | 12.63 | 12.44 | 2540 | 31499 | 31978 | 32104 | 2507.0 | 1 | 2532.0 | 2580 | 1 | 2 | 1.00 | 1.00 | 1.00 | 14 |
DIME Test ID: 2023-11-21-23-1
Certified By: Spencer Adams
ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Unit system used? | Number of specimens | Test performed | Average diameter of cylinder 1 | Average diameter of cylinder 2 | Average diameter of cylinder 3 | Cross sectional area of cylinder 1 | Cross sectional area of cylinder 2 | Cross sectional area of cylinder 3 | Compressive strength (to nearest 10 psi) | Maximum load on cylinder 1 | Maximum load on cylinder 2 | Maximum load on cylinder 3 | Compressive strength of cylinder 1 | Type of fracture pattern of cylinder 1 | Compressive strength of cylinder 2 | Compressive strength of cylinder 3 | Type of fracture pattern of cylinder 2 | Type of fracture pattern of cylinder 3 | Correction factor for cylinder 1 | Correction factor for cylinder 2 | Correction factor for cylinder 3 | Age of specimen |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
US Units | 3 | With no density determined | 3.99 | 4.01 | 4.01 | 12.5 | 12.63 | 12.63 | 3440 | 41562 | 44566 | 43783 | 3324.0 | 1 | 3529.0 | 3467 | 1 | 1 | 1.00 | 1.00 | 1.00 | 28 |
DIME Test ID: 2023-11-21-23-2
Certified By: Spencer Adams
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Temperature |
---|
65 |
DIME Test ID: 2023-11-21-23-3
Certified By: Lauren Lau
Test ID: 2023-11-21-23-3: Ambient Air Temperature 58F
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing