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 # 040A0204 Cty SON Rte 1 PM 15-15.7
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 # 040A0204 Cty SON Rte 1 PM 15-15.7 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Fabio La Serna |
Date Reported: |
09/27/2021 |
|
|
Address: |
TL Number: |
120798 |
||
|
City: |
||||
|
Project Name: Construct roadway and bridge with structural concrete and CIDH piling |
||||
|
Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
||||
|
Sample Taken Date: |
08/16/2021 |
Mix Design: |
72105003R |
|
|
Contractor: Unknown |
Location : District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
|||
|
Structure unique identifier: |
||||
|
Structure name: RR Canyon Rock Cazadero |
||||
|
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 | 4.02 | 12.69 | 58674 | 4623.0 | 1 |
| 2 | 4.02 | 12.69 | 63355 | 4992.0 | 1 |
| 3 | 4.02 | 12.69 | 60346 | 4754 | 1 |
DIME Test ID: 2021-08-16-16-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4790
Age of specimen: 8 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 | 4.02 | 12.69 | 90902 | 7162.0 | 1 |
| 2 | 4.02 | 12.69 | 88168 | 6947.0 | 1 |
| 3 | 4.02 | 12.69 | 96080 | 7570 | 1 |
DIME Test ID: 2021-08-16-16-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7230
Age of specimen: 28 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 | 4.02 | 12.69 | 103054 | 8119.0 | 2 |
| 2 | 4.01 | 12.63 | 100142 | 7929.0 | 2 |
| 3 | 4.02 | 12.69 | 97937 | 7716 | 2 |
DIME Test ID: 2021-08-16-16-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7920
Age of specimen: 42 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing