Sample Record for 2016-05-10-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209732 DEA: 072881U4 EFIS: 0714000085
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R16.1/R25.8
Work Description: CONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location Description: LOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
Contractor Name: FLATIRON WEST, INC.
Contractor Address: 1770 LA COSTA MEADOWS DRIVE, SAN MARCOS, CA 92078
Resident Engineer: Sushil Chaudhari Structure Rep.: Mark Amorsolo
Sample Information
DIME Sample ID: 2016-05-10-8
TL Number from the TL Form: 123456A23
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 927-A23
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: NATIONAL READY MIX
Material Information
The concrete mix design number: S72036
The truck number from where the sample was collected: 439
The batch plant ticket number from where the sample was collected: 96002
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: WHEEL BARROW
Where the material sample would have been placed if not sampled: APPROACH SLABS EB
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2016-05-10-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/17/2016
Date Tested: 05/17/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
3090 psi
|
Maximum load on cylinder 1
|
88410 lb
|
Maximum load on cylinder 2
|
84820 lb
|
Compressive strength of cylinder 1
|
3158.6 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
3030.4 psi
|
Type of fracture pattern of cylinder 2
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
no data
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data
|
Test 2 of 3
DIME Test ID: 2016-05-10-8-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/24/2016
Date Tested: 05/24/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
3880 psi
|
Maximum load on cylinder 1
|
110530 lb
|
Maximum load on cylinder 2
|
106500 lb
|
Compressive strength of cylinder 1
|
3948.9 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
3804.9 psi
|
Type of fracture pattern of cylinder 2
|
1
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
no data
|
Age of specimen
|
14 days
|
Age of specimen in hours
|
no data
|
Test 3 of 3
DIME Test ID: 2016-05-10-8-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/13/2016
Date Tested: 06/07/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
4850 psi
|
Maximum load on cylinder 1
|
134410 lb
|
Maximum load on cylinder 2
|
136870 lb
|
Compressive strength of cylinder 1
|
4802.1 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
4890.0 psi
|
Type of fracture pattern of cylinder 2
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
no data
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|