Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215267 DEA: 041W3804 EFIS: 0421000007
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-.4/2.2, 12.82, 14.62
Work Description:
Location Description:
Contractor Name: GHILOTTI BROS., INC.
Contractor Address: 525 JACOBY STREET, SAN RAFAEL, CA 94901
Resident Engineer: Steve Russel Structure Rep.: jose David
DIME Sample ID: 2020-12-04-3
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: 12/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/04/2020
The quantity of what the sample constitutes: 2 tankers
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: 2020-12-04-3-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/24/2020
Date Tested: 12/24/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2020-12-04-3-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/24/2020
Date Tested: 12/24/2020
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 results
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested
|
5
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.5 in
|
Sample 1 Ultimate strength
|
3959.5 psi
|
Sample 1 Thickness
|
0.135 in
|
Sample 1 Area
|
0.0675 in^2
|
Sample 1 Ultimate Strength Actual
|
267.264 lbs
|
Sample 1 percent elongation
|
44.8 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.5 in
|
Sample 2 Thickness
|
0.128 in
|
Sample 2 Area
|
0.064 in^2
|
Sample 2 Ultimate strength
|
4126 psi
|
Sample 2 Ultimate Strength Actual
|
264.067 lbs
|
Sample 2 percent elongation
|
44.7 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.5 in
|
Sample 3 Thickness
|
0.137 in
|
Sample 3 Area
|
0.0685 in^2
|
Sample 3 Ultimate strength
|
4010.9 psi
|
Sample 3 Ultimate Strength Actual
|
274.75 lbs
|
Sample 3 percent elongation
|
50.6 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.5 in
|
Sample 4 Thickness
|
0.133 in
|
Sample 4 Area
|
0.0665 in^2
|
Sample 4 Ultimate strength
|
4000.2 psi
|
Sample 4 Ultimate Strength Actual
|
266.011 lbs
|
Sample 4 percent elongation
|
40 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.5 in
|
Sample 5 Thickness
|
0.138 in
|
Sample 5 Area
|
0.069 in^2
|
Sample 5 Ultimate strength
|
4147.7 psi
|
Sample 5 Ultimate Strength Actual
|
286.19 lbs
|
Sample 5 percent elongation
|
33.7 %
|
Sample 5 Time
|
0 MM:SS
|
Ultimate Strength Average
|
4049 psi
|
Percent Elongation Average
|
43 %
|