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Sample Record for 2022-11-17-61

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Project Information

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

Sample Information

DIME Sample ID: 2022-11-17-61
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: 11/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/15/2022
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: 943761
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): 1440299
Batch Number: 1440299
Mix Number: 1440299
Resin Binder Type: Polyester
Used for Overlay: Yes
Used for Inlay: No
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-11-17-61-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/29/2023
Date Tested: 01/06/2023
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: Gel time ASTM C881: 24 mins.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1676

Test 2 of 2

DIME Test ID: 2022-11-17-61-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/29/2023
Date Tested: 11/28/2022
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 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.13 in
Sample 1 Ultimate strength 4277.7 psi
Sample 1 Thickness 0.493 in
Sample 1 Area 0.0641 in^2
Sample 1 Ultimate Strength Actual 274.2 lbs
Sample 1 percent elongation 66.707 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.133 in
Sample 2 Thickness 0.492 in
Sample 2 Area 0.0654 in^2
Sample 2 Ultimate strength 3636.1 psi
Sample 2 Ultimate Strength Actual 237.8 lbs
Sample 2 percent elongation 47.459 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.14 in
Sample 3 Thickness 0.492 in
Sample 3 Area 0.0689 in^2
Sample 3 Ultimate strength 4033.4 psi
Sample 3 Ultimate Strength Actual 277.9 lbs
Sample 3 percent elongation 59.065 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.139 in
Sample 4 Thickness 0.491 in
Sample 4 Area 0.0682 in^2
Sample 4 Ultimate strength 4225.8 psi
Sample 4 Ultimate Strength Actual 288.2 lbs
Sample 4 percent elongation 62.924 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.147 in
Sample 5 Thickness 0.488 in
Sample 5 Area 0.0717 in^2
Sample 5 Ultimate strength 4149.2 psi
Sample 5 Ultimate Strength Actual 297.5 lbs
Sample 5 percent elongation 61.306 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.134 in
Sample 6 Thickness 0.49 in
Sample 6 Area 0.0657 in^2
Sample 6 Ultimate strength 4213.1 psi
Sample 6 Ultimate Strength Actual 276.8 lbs
Sample 6 percent elongation 61.18 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 4089 psi
Percent Elongation Average 60 %