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Sample Record for 2026-02-11-13

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Project Information

Project ID: 1000603 DEA: 051K4504 EFIS: 0518000209 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-R52.3/R56.1
Work Description: COLD PLANE AND RHMA/HMA ROADWAY AND BRIDGE, & REPLACE CULVERTS.
Location Description: SANTA BARBARA COUNTY NEAR BUELLTON FROM OLD COAST HIGHWAY TO 0.4 MILE SOUTH OF SANTA ROSA ROAD OVERCROSSING
Contractor Name: CALPORTLAND CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Jason Torres Structure Rep.: Cliff Raplogle

Sample Information

DIME Sample ID: 2026-02-11-13
TL Number from the TL Form: 200KBP
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 02/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2026
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ6B00196T
Batch Number: AZ6B00196T
Mix number: AZ6B00196T

Test Results

Test

DIME Test ID: 2026-02-11-13-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/19/2026
Date Tested: 03/19/2026
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:
Viscosity 86

Test

DIME Test ID: 2026-02-11-13-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/19/2026
Date Tested: 03/19/2026
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:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test

DIME Test ID: 2026-02-11-13-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/19/2026
Date Tested: 03/19/2026
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:
Mean of two volatile content determination 46

Test

DIME Test ID: 2026-02-11-13-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/19/2026
Date Tested: 03/18/2026
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:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.528 in
Sample 1 Ultimate strength 2738.9 psi
Sample 1 Thickness 0.222 in
Sample 1 Area 0.1172 in^2
Sample 1 Ultimate Strength Actual 321 lbs
Sample 1 percent elongation 61 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.509 in
Sample 2 Thickness 0.232 in
Sample 2 Area 0.1181 in^2
Sample 2 Ultimate strength 2802.7 psi
Sample 2 Ultimate Strength Actual 331 lbs
Sample 2 percent elongation 60 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.516 in
Sample 3 Thickness 0.229 in
Sample 3 Area 0.1182 in^2
Sample 3 Ultimate strength 2808.8 psi
Sample 3 Ultimate Strength Actual 332 lbs
Sample 3 percent elongation 63 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.506 in
Sample 4 Thickness 0.234 in
Sample 4 Area 0.1184 in^2
Sample 4 Ultimate strength 2643.6 psi
Sample 4 Ultimate Strength Actual 313 lbs
Sample 4 percent elongation 55 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.516 in
Sample 5 Thickness 0.228 in
Sample 5 Area 0.1176 in^2
Sample 5 Ultimate strength 3018.7 psi
Sample 5 Ultimate Strength Actual 355 lbs
Sample 5 percent elongation 55 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.511 in
Sample 6 Thickness 0.226 in
Sample 6 Area 0.1155 in^2
Sample 6 Ultimate strength 2744.6 psi
Sample 6 Ultimate Strength Actual 317 lbs
Sample 6 percent elongation 62 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2793 psi
Percent Elongation Average 59 %

Test

DIME Test ID: 2026-02-11-13-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 03/19/2026
Date Tested: 02/19/2026
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: Accepted based on supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1312 lb
Span length for Sample 1 9 in
Break location for Sample 1 bond
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 656 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1500 lb
Span length for Sample 2 9 in
Break location for Sample 2 bond
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 750 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1272 lb
Span length for Sample 3 9 in
Break location for Sample 3 bond
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 636 psi

Test

DIME Test ID: 2026-02-11-13-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/19/2026
Date Tested: 03/19/2026
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:
Diameter of lid 144.98 mm
Room Temperature 73 f
Tare weight no data
Initial weight 100.65 grams
Weight at 5 minutes 100.47 grams
Weight at 10 minutes 100.3 grams
Weight at 15 minutes 100.16 grams
Weight at 20 minutes 100.04 grams
Weight at 25 minutes 99.94 grams
Weight at 30 minutes 99.87 grams
Final weight 99.87 grams
Total weight loss 0.78 grams
Calculated radius of gallon can lid in cm 7.249 cm
Lid Factor 60.575 m^2
Volatile emission 47.249 grams/m^2