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Sample Record for 2024-06-27-40

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Project Information

Project ID: 994534 DEA: 010H1604 EFIS: 0117000117 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-R33.7/R43.2
Work Description: REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER.
Location Description: MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 715 COMSTOCK STREET, SANTA CLARA CA 95054
Resident Engineer: Steve Tisell Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-27-40
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: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
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: 000083KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): AZ4F00945
Batch Number: AZ4F00945
Mix Number: AZ4F00945
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: 2024-06-27-40-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/30/2024
Date Tested: 08/06/2024
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 1444

Test 2 of 2

DIME Test ID: 2024-06-27-40-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/30/2024
Date Tested: 07/08/2024
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: Accepted Vendor's Results: ASTM D638 Other Results: ASTM C881 Gel Time: 28 min ASTM D1640 Cure Rate 1.5 Hours
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 0.487 in
Sample 1 Ultimate strength 3833 psi
Sample 1 Thickness 0.141 in
Sample 1 Area 0.0687 in^2
Sample 1 Ultimate Strength Actual 263.327 lbs
Sample 1 percent elongation 68.5 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.493 in
Sample 2 Thickness 0.136 in
Sample 2 Area 0.067 in^2
Sample 2 Ultimate strength 3044 psi
Sample 2 Ultimate Strength Actual 203.948 lbs
Sample 2 percent elongation 44.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.492 in
Sample 3 Thickness 0.141 in
Sample 3 Area 0.0694 in^2
Sample 3 Ultimate strength 3458 psi
Sample 3 Ultimate Strength Actual 239.985 lbs
Sample 3 percent elongation 59.9 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.137 in
Sample 4 Area 0.0664 in^2
Sample 4 Ultimate strength 3844 psi
Sample 4 Ultimate Strength Actual 255.242 lbs
Sample 4 percent elongation 68.8 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.146 in
Sample 5 Area 0.071 in^2
Sample 5 Ultimate strength 3478 psi
Sample 5 Ultimate Strength Actual 246.938 lbs
Sample 5 percent elongation 60.9 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.144 in
Sample 6 Area 0.0703 in^2
Sample 6 Ultimate strength 3577 psi
Sample 6 Ultimate Strength Actual 251.463 lbs
Sample 6 percent elongation 64.3 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3539 psi
Percent Elongation Average 61 %