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 # 044G8204 Cty MRN Rte 101 PM 10.6/10.8
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 # 044G8204 Cty MRN Rte 101 PM 10.6/10.8 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Dawit Habteselassie |
Date Reported: |
12/16/2020 |
|
|
Address: |
TL Number: |
001 |
||
|
City: |
||||
|
Project Name: REPLACE SAN RAFAEL HARBOR BRIDGE (ABC) |
||||
|
Prime Contractor: Gordon N. Ball |
||||
|
Sample Taken Date: |
11/18/2020 |
Mix Design: |
13-CAN-01 |
|
|
Contractor: Unknown |
Location: MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET |
|||
|
Structure unique identifier: |
||||
|
Structure name: Central San Rafael Offramp Pile Cap Mock-Up |
||||
|
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 | 5.97 | 27.99 | 88974 | 3179.0 | 1 |
| 2 | 6.03 | 28.56 | 93638 | 3279.0 | 1 |
DIME Test ID: 2020-11-18-16-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3230
Age of specimen: 7 days
Certified By: Larry McCrum
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 | 6.03 | 28.56 | 121034 | 4238.0 | 1 |
| 2 | 5.98 | 28.09 | 118348 | 4214.0 | 1 |
DIME Test ID: 2020-11-18-16-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4230
Age of specimen: 14 days
Certified By: Bang Nguyen
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 | 5.97 | 27.99 | 143164 | 5114.0 | 4 |
| 2 | 5.96 | 27.9 | 87077 | 3121.0 | 2 |
DIME Test ID: 2020-11-18-16-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4120
Age of specimen: 28 days
Certified By: Mike Mullins
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing