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 # 100S1104 Cty SJ Rte 4 PM Var
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 # 100S1104 Cty SJ Rte 4 PM Var Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Harminder Deol |
Date Reported: |
10/02/2014 |
|
|
Address: |
TL Number: |
|
||
|
City: |
||||
|
Project Name: SR-4 FREEWAY EXTENSION |
||||
|
Prime Contractor: BROSAMER & WALL, INC. |
||||
|
Sample Taken Date: |
08/21/2014 |
Mix Design: |
718a11a |
|
|
Contractor: Unknown |
Location : IN SAN JOAQUIN COUNTY |
|||
|
Structure unique identifier: |
||||
|
Structure name: |
||||
|
Location of Pour: |
||||
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.46 | 6.02 | 3013.9 | 85777 | 1 |
| 2 | 28.46 | 6.02 | 3019.8 | 85943 | 1 |
DIME Test ID: 2014-08-21-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3020
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 7 days
Certified By: Mike Mullins
ASTM C39-10 : 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) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|
| 1 | 6.02 | 111835 | 1 |
| 2 | 6.02 | 100316 | 1 |
DIME Test ID: 2014-08-21-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3730
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 days
Certified By: Mike Mullins
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.56 | 6.03 | 4138.3 | 118189 | 1 |
| 2 | 28.56 | 6.03 | 4325.2 | 123529 | 1 |
DIME Test ID: 2014-08-21-3-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4230
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.46 | 6.02 | 4710.3 | 134055 | 1 |
| 2 | 28.46 | 6.02 | 4782.6 | 136114 | 1 |
DIME Test ID: 2014-08-21-3-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4750
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Mike Mullins
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing