Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214260 DEA: 120Q3004 EFIS: 1216000123
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-37.4
Work Description: MODIFY ELECTRICAL SYSTEM AND PLACE HIGH FRICTION SURFACE TREATMENT.
Location Description: ORANGE COUNTY IN ANAHEIM AT HARBOR BOULEVARD OVERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 KAISER AVENUE, IRVINE, CA 92614
Resident Engineer: Franklin Luna Structure Rep.: Unknown
DIME Sample ID: 2020-10-16-5
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 10/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2020
The quantity of what the sample constitutes: 1 Tanker & 16 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt
DIME Test ID: 2020-10-16-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/21/2020
Date Tested: 12/18/2020
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2020-10-16-5-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/21/2020
Date Tested: 12/21/2020
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested
|
6
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.492 in
|
Sample 1 Ultimate strength
|
2823.1 psi
|
Sample 1 Thickness
|
0.145 in
|
Sample 1 Area
|
0.0713 in^2
|
Sample 1 Ultimate Strength Actual
|
201.29 lbs
|
Sample 1 percent elongation
|
42.28 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.493 in
|
Sample 2 Thickness
|
0.143 in
|
Sample 2 Area
|
0.0705 in^2
|
Sample 2 Ultimate strength
|
3356.7 psi
|
Sample 2 Ultimate Strength Actual
|
236.65 lbs
|
Sample 2 percent elongation
|
61.32 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.492 in
|
Sample 3 Thickness
|
0.142 in
|
Sample 3 Area
|
0.0699 in^2
|
Sample 3 Ultimate strength
|
3266.7 psi
|
Sample 3 Ultimate Strength Actual
|
228.34 lbs
|
Sample 3 percent elongation
|
56.94 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.492 in
|
Sample 4 Thickness
|
0.144 in
|
Sample 4 Area
|
0.0708 in^2
|
Sample 4 Ultimate strength
|
3517.4 psi
|
Sample 4 Ultimate Strength Actual
|
249.03 lbs
|
Sample 4 percent elongation
|
62.94 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.494 in
|
Sample 5 Thickness
|
0.137 in
|
Sample 5 Area
|
0.0677 in^2
|
Sample 5 Ultimate strength
|
3477.7 psi
|
Sample 5 Ultimate Strength Actual
|
235.44 lbs
|
Sample 5 percent elongation
|
63.79 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.494 in
|
Sample 6 Thickness
|
0.143 in
|
Sample 6 Area
|
0.0706 in^2
|
Sample 6 Ultimate strength
|
3348.3 psi
|
Sample 6 Ultimate Strength Actual
|
236.39 lbs
|
Sample 6 percent elongation
|
61.24 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3298 psi
|
Percent Elongation Average
|
58 %
|