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Sample Record for 2026-08-31-33

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

Project Information

Project ID: 1002490 DEA: 042X7404 EFIS: 0425000147 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL--unknown
Work Description: COLD PLANE, HMA(TYPE A), RHMA(OGFC) & HIGH
Location Description: In SANTA CLARA COUNTY NEAR LOS GATOS FROM SANTA CLARA COUNTY LINE TO 0.1 MILE NORTH OF HEBARD ROAD
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Farsipour naghibi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-31-33
TL Number from the TL Form: 224KBP
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: 08/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2026
The quantity of what the sample constitutes: 17 totes
A brief description of the sample: 1 gallon can / HFST RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-032
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): JX6H01601
Batch Number: JX6H01601
Mix Number: JX6H01601
Resin Binder Type: Polyester
Used for Overlay: Yes
Used for Inlay: No
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-08-31-33-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/22/2026
Date Tested: 09/02/2026
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 supplier's result. Gel Time (ASTM C881): 14.10 min. Cure Rate (ASTM D1640): 148 min.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1575

Test

DIME Test ID: 2026-08-31-33-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/22/2026
Date Tested: 09/03/2026
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 supplier's result.
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 0.484 in
Sample 1 Ultimate strength 4011.8 psi
Sample 1 Thickness 0.14 in
Sample 1 Area 0.0678 in^2
Sample 1 Ultimate Strength Actual 272 lbs
Sample 1 percent elongation 71 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.147 in
Sample 2 Area 0.0717 in^2
Sample 2 Ultimate strength 4016.7 psi
Sample 2 Ultimate Strength Actual 288 lbs
Sample 2 percent elongation 73 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.14 in
Sample 3 Area 0.068 in^2
Sample 3 Ultimate strength 3161.8 psi
Sample 3 Ultimate Strength Actual 215 lbs
Sample 3 percent elongation 49 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.136 in
Sample 4 Area 0.0664 in^2
Sample 4 Ultimate strength 3704.8 psi
Sample 4 Ultimate Strength Actual 246 lbs
Sample 4 percent elongation 65 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.139 in
Sample 5 Area 0.068 in^2
Sample 5 Ultimate strength 3205.9 psi
Sample 5 Ultimate Strength Actual 218 lbs
Sample 5 percent elongation 49 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.49 in
Sample 6 Thickness 0.135 in
Sample 6 Area 0.0662 in^2
Sample 6 Ultimate strength 3640.5 psi
Sample 6 Ultimate Strength Actual 241 lbs
Sample 6 percent elongation 59 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3624 psi
Percent Elongation Average 61 %