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 # 030H26U4 Cty PLA Rte 65 PM R5.0/R6.6 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Jeff Johnson |
Date Reported: |
03/18/2019 |
|
Address: |
TL Number: |
173134 |
||
City: |
||||
Project Name: NORTHBOUND WIDENING AND RAMP IMPROVEMENTS. |
||||
Prime Contractor: FLATIRON WEST INC |
||||
Sample Taken Date: |
01/19/2019 |
Mix Design: |
1605387 |
|
Contractor: Unknown |
Location: PLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING |
|||
Structure unique identifier: Unknown |
||||
Structure name: Unknown |
||||
Location of Pour: Unknown |
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 | 6.01 | 28.37 | 78237 | 2757.7 | 1 |
2 | 6.01 | 28.37 | 81177 | 2861.4 | 1 |
DIME Test ID: 2019-01-19-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2810
Age of specimen: 3 days
Certified By: Larry McCrum
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 | 28.37 | 6.01 | 3879.1 | 110050 | 1 |
2 | 28.27 | 6.00 | 3967.4 | 112158 | 1 |
DIME Test ID: 2019-01-19-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3920
Age of specimen: 6 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 | 6.00 | 28.27 | 124679 | 4410.3 | 1 |
2 | 6.00 | 28.27 | 130251 | 4607.4 | 1 |
DIME Test ID: 2019-01-19-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4510
Age of specimen: 10 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 | 6.01 | 28.37 | 171870 | 6058.2 | 1 |
2 | 6.01 | 28.37 | 148190 | 5223.5 | 1 |
DIME Test ID: 2019-01-19-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5640
Age of specimen: 16 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 | 6.02 | 28.46 | 187620 | 6592.4 | 1 |
2 | 6.02 | 28.46 | 166360 | 5845.4 | 1 |
DIME Test ID: 2019-01-19-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6220
Age of specimen: 23 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 | 6.00 | 28.27 | 206660 | 7310.2 | 1 |
2 | 6.02 | 28.46 | 201810 | 7091.0 | 1 |
DIME Test ID: 2019-01-19-1-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7200
Age of specimen: 31 days
Certified By: Ruben Macias
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 | 6.02 | 28.46 | 203500 | 7150.4 | 1 |
2 | 6.00 | 28.27 | 223320 | 7899.5 | 1 |
DIME Test ID: 2019-01-19-1-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7520
Age of specimen: 44 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 | 6.01 | 28.37 | 226370 | 7979.2 | 1 |
2 | 6.00 | 28.27 | 211870 | 7494.5 | 1 |
DIME Test ID: 2019-01-19-1-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7740
Age of specimen: 58 days
Certified By: Larry McCrum
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing