Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215150 DEA: 120P0304 EFIS: 1215000024
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-74-11.5/16.6
Work Description: PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM.
Location Description: ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court Suit D, Benicia, CA 95122
Resident Engineer: Arsalan Naderi Structure Rep.: Mohammad (Mo) Rousta
DIME Sample ID: 2022-12-01-12
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: High Friction Surface Treatment
Sample Taken Date: 12/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2022
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: 943762
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-12-01-12-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
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
Data has not been verified.
DIME Test ID: 2022-12-01-12-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/28/2023
Date Tested: 11/08/2022
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
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5
|
|
Conditioning procedure
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18/25/50+5/70
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|
Speed of testing
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0.45 in/min
|
|
Sample 1 Width
|
0.494 in
|
|
Sample 1 Ultimate strength
|
3825.7 psi
|
|
Sample 1 Thickness
|
0.137 in
|
|
Sample 1 Area
|
0.0677 in^2
|
|
Sample 1 Ultimate Strength Actual
|
259 lbs
|
|
Sample 1 percent elongation
|
59 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.484 in
|
|
Sample 2 Thickness
|
0.142 in
|
|
Sample 2 Area
|
0.0687 in^2
|
|
Sample 2 Ultimate strength
|
4269.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
293.3 lbs
|
|
Sample 2 percent elongation
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70.57 %
|
|
Sample 2 Time
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0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.141 in
|
|
Sample 3 Area
|
0.0682 in^2
|
|
Sample 3 Ultimate strength
|
4029.3 psi
|
|
Sample 3 Ultimate Strength Actual
|
274.8 lbs
|
|
Sample 3 percent elongation
|
64.24 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.483 in
|
|
Sample 4 Thickness
|
0.137 in
|
|
Sample 4 Area
|
0.0662 in^2
|
|
Sample 4 Ultimate strength
|
4167.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
275.9 lbs
|
|
Sample 4 percent elongation
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68.28 %
|
|
Sample 4 Time
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0 MM:SS
|
|
Sample 5 Width
|
0.484 in
|
|
Sample 5 Thickness
|
0.146 in
|
|
Sample 5 Area
|
0.0707 in^2
|
|
Sample 5 Ultimate strength
|
4033.9 psi
|
|
Sample 5 Ultimate Strength Actual
|
285.2 lbs
|
|
Sample 5 percent elongation
|
64.74 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
4065 psi
|
|
Percent Elongation Average
|
65 %
|
