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 # 033E1004 Cty PLA Rte 80 PM 8.1/37.8 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Martin Clark |
Date Reported: |
09/19/2014 |
|
Address: |
TL Number: |
|
||
City: |
||||
Project Name: IMPROVING VERTICAL CLEARANCE |
||||
Prime Contractor: RGW Construction Inc |
||||
Sample Taken Date: |
09/15/2014 |
Mix Design: |
j7a8543cc |
|
Contractor: Unknown |
Location: PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING |
|||
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
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 | 28.27 | 6.00 | 2764.6 | 78155 | 1 |
2 | 28.27 | 6.00 | 2879.1 | 81392 | 1 |
DIME Test ID: 2014-09-15-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2820
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Bang Nguyen
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 3423.3 | 97427 | 1 |
2 | 28.46 | 6.02 | 3455.2 | 98335 | 1 |
DIME Test ID: 2014-09-15-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3440
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 2 days
Certified By: Bang Nguyen
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 4056.9 | 115460 | 1 |
2 | 28.46 | 6.02 | 4024.5 | 114536 | 1 |
DIME Test ID: 2014-09-15-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4040
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 3 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
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 | 4056.9 | 115460 | 1 |
2 | 28.46 | 6.02 | 4024.5 | 114536 | 1 |
DIME Test ID: 2014-09-15-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4040
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 3 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
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 | 4488.2 | 127733 | 1 |
2 | 28.37 | 6.01 | 4538.4 | 128754 | 1 |
DIME Test ID: 2014-09-15-2-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4510
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 4 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing