Print Report | Back to Sample Detail

Sample Record for 2023-05-29-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2023-05-29-1
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: 05/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2023
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: 943801
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): 1472341
Batch Number: 1472341
Mix Number: 1472341
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: 2023-05-29-1-1
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: 06/15/2023
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: 17 mins. Cure rate ASTM D1640: .75 hrs
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1570

Test 2 of 2

DIME Test ID: 2023-05-29-1-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/29/2023
Date Tested: 06/06/2023
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: 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 0.15 in
Sample 1 Ultimate strength 3352.6 psi
Sample 1 Thickness 0.495 in
Sample 1 Area 0.0743 in^2
Sample 1 Ultimate Strength Actual 249.1 lbs
Sample 1 percent elongation 53.4 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.139 in
Sample 2 Thickness 0.492 in
Sample 2 Area 0.0684 in^2
Sample 2 Ultimate strength 3628.7 psi
Sample 2 Ultimate Strength Actual 248.2 lbs
Sample 2 percent elongation 60.4 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.142 in
Sample 3 Thickness 0.493 in
Sample 3 Area 0.07 in^2
Sample 3 Ultimate strength 3221.4 psi
Sample 3 Ultimate Strength Actual 225.5 lbs
Sample 3 percent elongation 47.7 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.135 in
Sample 4 Thickness 0.493 in
Sample 4 Area 0.0666 in^2
Sample 4 Ultimate strength 3858.9 psi
Sample 4 Ultimate Strength Actual 257 lbs
Sample 4 percent elongation 65.4 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.142 in
Sample 5 Thickness 0.486 in
Sample 5 Area 0.069 in^2
Sample 5 Ultimate strength 3172.5 psi
Sample 5 Ultimate Strength Actual 218.9 lbs
Sample 5 percent elongation 47 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.138 in
Sample 6 Thickness 0.492 in
Sample 6 Area 0.0679 in^2
Sample 6 Ultimate strength 3403.5 psi
Sample 6 Ultimate Strength Actual 231.1 lbs
Sample 6 percent elongation 55.2 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3440 psi
Percent Elongation Average 55 %