Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,CC,SOL-580,680,780-Var
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location Description: ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Eddie Dike Structure Rep.: John parecadan
DIME Sample ID: 2026-08-17-75
TL Number from the TL Form: 223KBP
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: 08/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2026
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: 26-030
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-08-17-75-1
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/02/2026
Date Tested: 10/01/2026
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 min.
Cure Rate ASTM D1640: 90 min.
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.2 in/min
|
|
Sample 1 Width
|
0.481 in
|
|
Sample 1 Ultimate strength
|
4003.4 psi
|
|
Sample 1 Thickness
|
0.122 in
|
|
Sample 1 Area
|
0.0587 in^2
|
|
Sample 1 Ultimate Strength Actual
|
235 lbs
|
|
Sample 1 percent elongation
|
49 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.483 in
|
|
Sample 2 Thickness
|
0.125 in
|
|
Sample 2 Area
|
0.0604 in^2
|
|
Sample 2 Ultimate strength
|
4056.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
245 lbs
|
|
Sample 2 percent elongation
|
52 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.48 in
|
|
Sample 3 Thickness
|
0.122 in
|
|
Sample 3 Area
|
0.0586 in^2
|
|
Sample 3 Ultimate strength
|
3805.5 psi
|
|
Sample 3 Ultimate Strength Actual
|
223 lbs
|
|
Sample 3 percent elongation
|
43 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.48 in
|
|
Sample 4 Thickness
|
0.131 in
|
|
Sample 4 Area
|
0.0629 in^2
|
|
Sample 4 Ultimate strength
|
3688.4 psi
|
|
Sample 4 Ultimate Strength Actual
|
232 lbs
|
|
Sample 4 percent elongation
|
41 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.496 in
|
|
Sample 5 Thickness
|
0.129 in
|
|
Sample 5 Area
|
0.064 in^2
|
|
Sample 5 Ultimate strength
|
3765.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
241 lbs
|
|
Sample 5 percent elongation
|
47 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.494 in
|
|
Sample 6 Thickness
|
0.138 in
|
|
Sample 6 Area
|
0.0682 in^2
|
|
Sample 6 Ultimate strength
|
3592.4 psi
|
|
Sample 6 Ultimate Strength Actual
|
245 lbs
|
|
Sample 6 percent elongation
|
45 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3819 psi
|
|
Percent Elongation Average
|
46 %
|
DIME Test ID: 2026-08-17-75-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/02/2026
Date Tested: 10/02/2026
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:
