Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2025-06-25-61
TL Number from the TL Form: 25-123
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: 06/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2025
The quantity of what the sample constitutes: 18 totes
A brief description of the sample: 1 gallon can HFST Resin
From where was the sample collected: Source
Laboratory sample identification: 000165KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-06-25-61-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/18/2025
Date Tested: 07/17/2025
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:
DIME Test ID: 2025-06-25-61-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/18/2025
Date Tested: 07/18/2025
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) = 17 mins.
Cure Rate (ASTM D1640) = 90 mins
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens tested
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5
|
|
Conditioning procedure
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18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.145 in
|
|
Sample 1 Ultimate strength
|
3869.1 psi
|
|
Sample 1 Thickness
|
0.485 in
|
|
Sample 1 Area
|
0.0703 in^2
|
|
Sample 1 Ultimate Strength Actual
|
272 lbs
|
|
Sample 1 percent elongation
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48 %
|
|
Sample 1 Time
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no data0 MM:SS
|
|
Sample 2 Width
|
0.127 in
|
|
Sample 2 Thickness
|
0.491 in
|
|
Sample 2 Area
|
0.0624 in^2
|
|
Sample 2 Ultimate strength
|
4070.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
254 lbs
|
|
Sample 2 percent elongation
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57 %
|
|
Sample 2 Time
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no data0 MM:SS
|
|
Sample 3 Width
|
0.134 in
|
|
Sample 3 Thickness
|
0.486 in
|
|
Sample 3 Area
|
0.0651 in^2
|
|
Sample 3 Ultimate strength
|
3824.9 psi
|
|
Sample 3 Ultimate Strength Actual
|
249 lbs
|
|
Sample 3 percent elongation
|
50 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.138 in
|
|
Sample 4 Thickness
|
0.493 in
|
|
Sample 4 Area
|
0.068 in^2
|
|
Sample 4 Ultimate strength
|
4088.2 psi
|
|
Sample 4 Ultimate Strength Actual
|
278 lbs
|
|
Sample 4 percent elongation
|
61 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.142 in
|
|
Sample 5 Thickness
|
0.488 in
|
|
Sample 5 Area
|
0.0693 in^2
|
|
Sample 5 Ultimate strength
|
3881.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
269 lbs
|
|
Sample 5 percent elongation
|
55 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3947 psi
|
|
Percent Elongation Average
|
54 %
|
