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Sample Record for 2024-07-11-74

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Project Information

Project ID: 994889 DEA: 051M7304 EFIS: 0520000055 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-17-3.2/11.3
Work Description: HIGH FRICTION SURFACE TREATMENT, COLD PLANE AND PLACE HMA.
Location Description: SANTA CRUZ COUNTY IN AND NEAR SCOTT VALLEY FROM SOUTH OF MT HERMON ROAD TO 0.6 MILE NORTH OF GLENWOOD DRIVE
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Farshad Keshavarzi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-11-74
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: 07/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/12/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / HFST RESIN
From where was the sample collected: Source
Laboratory sample identification: 000089KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): AZ4F00944
Batch Number: AZ4F00944
Mix Number: AZ4F00944
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: 2024-07-11-74-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/08/2024
Date Tested: 08/07/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1844

Test 2 of 2

DIME Test ID: 2024-07-11-74-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/08/2024
Date Tested: 07/17/2024
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: ASTM 638: Accepted vendor's results --- Gel Time ASTM C 881: 28 min --- Cure Rate ASTM D 1640: 1.5 hrs
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 0.485 in
Sample 1 Ultimate strength 3927 psi
Sample 1 Thickness 0.135 in
Sample 1 Area 0.0655 in^2
Sample 1 Ultimate Strength Actual 257.219 lbs
Sample 1 percent elongation 67.6 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.493 in
Sample 2 Thickness 0.133 in
Sample 2 Area 0.0656 in^2
Sample 2 Ultimate strength 3377 psi
Sample 2 Ultimate Strength Actual 221.531 lbs
Sample 2 percent elongation 52.1 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.16 in
Sample 3 Area 0.0778 in^2
Sample 3 Ultimate strength 3482 psi
Sample 3 Ultimate Strength Actual 270.9 lbs
Sample 3 percent elongation 59.1 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.492 in
Sample 4 Thickness 0.131 in
Sample 4 Area 0.0645 in^2
Sample 4 Ultimate strength 3454 psi
Sample 4 Ultimate Strength Actual 222.783 lbs
Sample 4 percent elongation 55.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.14 in
Sample 5 Area 0.0682 in^2
Sample 5 Ultimate strength 3930 psi
Sample 5 Ultimate Strength Actual 268.026 lbs
Sample 5 percent elongation 68.9 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.49 in
Sample 6 Thickness 0.136 in
Sample 6 Area 0.0666 in^2
Sample 6 Ultimate strength 3424 psi
Sample 6 Ultimate Strength Actual 228.038 lbs
Sample 6 percent elongation 54.3 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3599 psi
Percent Elongation Average 60 %