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Sample Record for 2023-06-06-50

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

Project Information

Project ID: 215666 DEA: 11430564 EFIS: 1119000015 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-67-R6.0/24.4
Work Description: COLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location Description: SAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
Contractor Name: ATP General Engineering
Contractor Address: 4211 Ponderosa Ave, Suite C, San Diego, CA 92123
Resident Engineer: Victor Mercado Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-06-50
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: 06/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2023
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: 943804
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): 1472972
Batch Number: 1472972
Mix Number: 1472972
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: 2023-06-06-50-1
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: 06/28/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Gel time ASTM C881: 17 mins. Cure rate ASTM D1640: 1 hr.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1880

Test 2 of 2

DIME Test ID: 2023-06-06-50-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/29/2023
Date Tested: 06/09/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted suppliers 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 0.144 in
Sample 1 Ultimate strength 3948.6 psi
Sample 1 Thickness 0.486 in
Sample 1 Area 0.07 in^2
Sample 1 Ultimate Strength Actual 276.4 lbs
Sample 1 percent elongation 62.9 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.149 in
Sample 2 Thickness 0.485 in
Sample 2 Area 0.0723 in^2
Sample 2 Ultimate strength 3904.6 psi
Sample 2 Ultimate Strength Actual 282.3 lbs
Sample 2 percent elongation 62 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.145 in
Sample 3 Thickness 0.486 in
Sample 3 Area 0.0705 in^2
Sample 3 Ultimate strength 4100.7 psi
Sample 3 Ultimate Strength Actual 289.1 lbs
Sample 3 percent elongation 65.5 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.147 in
Sample 4 Thickness 0.485 in
Sample 4 Area 0.0713 in^2
Sample 4 Ultimate strength 4182.3 psi
Sample 4 Ultimate Strength Actual 298.2 lbs
Sample 4 percent elongation 68 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.15 in
Sample 5 Thickness 0.485 in
Sample 5 Area 0.0728 in^2
Sample 5 Ultimate strength 4134.6 psi
Sample 5 Ultimate Strength Actual 301 lbs
Sample 5 percent elongation 67.3 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.143 in
Sample 6 Thickness 0.492 in
Sample 6 Area 0.0704 in^2
Sample 6 Ultimate strength 3865.1 psi
Sample 6 Ultimate Strength Actual 272.1 lbs
Sample 6 percent elongation 58.8 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 4023 psi
Percent Elongation Average 64 %