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Sample Record for 2024-06-11-64

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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: 2024-06-11-64
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: 06/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2024
The quantity of what the sample constitutes: 1 Tanker / 15 Totes
A brief description of the sample: 1 gallon can / HFST RESIN
From where was the sample collected: Source
Laboratory sample identification: 000074KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): AZ4F00843
Batch Number: AZ4F00843
Mix Number: AZ4F00843
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: 2024-06-11-64-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/23/2024
Date Tested: 06/26/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1700

Test 2 of 2

DIME Test ID: 2024-06-11-64-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/23/2024
Date Tested: 06/14/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Gel Time ASTM C 881 = 20 min Cure Rate ASTM D 1640 = 1 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 3526 psi
Sample 1 Thickness 0.134 in
Sample 1 Area 0.0653 in^2
Sample 1 Ultimate Strength Actual 230.248 lbs
Sample 1 percent elongation 51.4 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.491 in
Sample 2 Thickness 0.135 in
Sample 2 Area 0.0663 in^2
Sample 2 Ultimate strength 3474 psi
Sample 2 Ultimate Strength Actual 230.326 lbs
Sample 2 percent elongation 51.2 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.491 in
Sample 3 Thickness 0.133 in
Sample 3 Area 0.0653 in^2
Sample 3 Ultimate strength 3784 psi
Sample 3 Ultimate Strength Actual 247.095 lbs
Sample 3 percent elongation 60.6 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.49 in
Sample 4 Thickness 0.144 in
Sample 4 Area 0.0706 in^2
Sample 4 Ultimate strength 3764 psi
Sample 4 Ultimate Strength Actual 265.738 lbs
Sample 4 percent elongation 58.7 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.493 in
Sample 5 Thickness 0.129 in
Sample 5 Area 0.0636 in^2
Sample 5 Ultimate strength 3564 psi
Sample 5 Ultimate Strength Actual 226.67 lbs
Sample 5 percent elongation 39.7 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.49 in
Sample 6 Thickness 0.141 in
Sample 6 Area 0.0691 in^2
Sample 6 Ultimate strength 3669 psi
Sample 6 Ultimate Strength Actual 253.528 lbs
Sample 6 percent elongation 55 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3630 psi
Percent Elongation Average 53 %