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Sample Record for 2025-11-06-43

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Project Information

Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Mirak Mehari Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2025-11-06-43
TL Number from the TL Form: 193KBP
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: 11/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2025
The quantity of what the sample constitutes: 1 tanker
A brief description of the sample: 1 gallon can HFST Resin
From where was the sample collected: Source
Laboratory sample identification: 25-157
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): AZ5J01397
Batch Number: AZ5J01397
Mix Number: AZ5J01397
Resin Binder Type: Polyester
Used for Overlay: Yes
Used for Inlay: No

Test Results

Test 1 of 2

DIME Test ID: 2025-11-06-43-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/08/2025
Date Tested: 12/05/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test: Gel time (ASTM C881): 21 mins. Cure rate (ASTM D1640): 95 mins.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1340

Test 2 of 2

DIME Test ID: 2025-11-06-43-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/08/2025
Date Tested: 12/05/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.2 in/min
Sample 1 Width 0.48 in
Sample 1 Ultimate strength 4562.8 psi
Sample 1 Thickness 0.131 in
Sample 1 Area 0.0629 in^2
Sample 1 Ultimate Strength Actual 287 lbs
Sample 1 percent elongation 55 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.491 in
Sample 2 Thickness 0.121 in
Sample 2 Area 0.0594 in^2
Sample 2 Ultimate strength 4966.3 psi
Sample 2 Ultimate Strength Actual 295 lbs
Sample 2 percent elongation 64 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.13 in
Sample 3 Area 0.0629 in^2
Sample 3 Ultimate strength 4546.9 psi
Sample 3 Ultimate Strength Actual 286 lbs
Sample 3 percent elongation 57 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.481 in
Sample 4 Thickness 0.13 in
Sample 4 Area 0.0625 in^2
Sample 4 Ultimate strength 4656 psi
Sample 4 Ultimate Strength Actual 291 lbs
Sample 4 percent elongation 61 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.492 in
Sample 5 Thickness 0.132 in
Sample 5 Area 0.0649 in^2
Sample 5 Ultimate strength 4637.9 psi
Sample 5 Ultimate Strength Actual 301 lbs
Sample 5 percent elongation 60 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.497 in
Sample 6 Thickness 0.127 in
Sample 6 Area 0.0631 in^2
Sample 6 Ultimate strength 5071.3 psi
Sample 6 Ultimate Strength Actual 320 lbs
Sample 6 percent elongation 65 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 4740 psi
Percent Elongation Average 60 %