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Sample Record for 2025-09-17-49

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Project Information

Project ID: 215741 DEA: 01366004 EFIS: 0100000127 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-80.0/84.0
Work Description: Indianola Cutoff UC
Location Description: HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
Contractor Name: Granite Construction Company
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Efren Banuelos Structure Rep.: Adlai Evans

Sample Information

DIME Sample ID: 2025-09-17-49
TL Number from the TL Form: 186KBP
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: 09/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
The quantity of what the sample constitutes: 18 totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-150
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): ET5I01511
Batch number: ET5I01511
Mix number: ET5I01511
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-09-17-49-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/30/2025
Date Tested: 09/19/2025
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 101.5

Test 2 of 6

DIME Test ID: 2025-09-17-49-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/30/2025
Date Tested: 09/19/2025
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 3 of 6

DIME Test ID: 2025-09-17-49-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/30/2025
Date Tested: 09/19/2025
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.5

Test 4 of 6

DIME Test ID: 2025-09-17-49-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/30/2025
Date Tested: 09/24/2025
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
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 0.484 in
Sample 1 Ultimate strength 3071.5 psi
Sample 1 Thickness 0.263 in
Sample 1 Area 0.1273 in^2
Sample 1 Ultimate Strength Actual 391 lbs
Sample 1 percent elongation 74 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.271 in
Sample 2 Area 0.1309 in^2
Sample 2 Ultimate strength 3086.3 psi
Sample 2 Ultimate Strength Actual 404 lbs
Sample 2 percent elongation 74.3 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.26 in
Sample 3 Area 0.1256 in^2
Sample 3 Ultimate strength 3152.9 psi
Sample 3 Ultimate Strength Actual 396 lbs
Sample 3 percent elongation 76.1 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.261 in
Sample 4 Area 0.1263 in^2
Sample 4 Ultimate strength 3167.1 psi
Sample 4 Ultimate Strength Actual 400 lbs
Sample 4 percent elongation 76.5 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.255 in
Sample 5 Area 0.1234 in^2
Sample 5 Ultimate strength 3144.2 psi
Sample 5 Ultimate Strength Actual 388 lbs
Sample 5 percent elongation 74.8 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.484 in
Sample 6 Thickness 0.257 in
Sample 6 Area 0.1244 in^2
Sample 6 Ultimate strength 2741.2 psi
Sample 6 Ultimate Strength Actual 341 lbs
Sample 6 percent elongation 63.6 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3061 psi
Percent Elongation Average 73 %

Test 5 of 6

DIME Test ID: 2025-09-17-49-5
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: 09/30/2025
Date Tested: 09/19/2025
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1280 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 1 640 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1154 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 2 577 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 952 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 3 476 psi

Test 6 of 6

DIME Test ID: 2025-09-17-49-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/30/2025
Date Tested: 09/18/2025
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 76 f
Tare weight no data
Initial weight 100.072 grams
Weight at 5 minutes 100.039 grams
Weight at 10 minutes 100.017 grams
Weight at 15 minutes 99.996 grams
Weight at 20 minutes 99.977 grams
Weight at 25 minutes 99.959 grams
Weight at 30 minutes 99.942 grams
Final weight 99.94 grams
Total weight loss 0.13 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 7.096 grams/m^2