Print Report | Back to Sample Detail

Sample Record for 2025-09-15-28

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2025-09-15-28
TL Number from the TL Form: 185KBP
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: 09/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2025
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: 25-149
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): ET5I01509
Batch number: ET5I01509
Mix number: ET5I01509
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-09-15-28-1
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 110

Test 2 of 6

DIME Test ID: 2025-09-15-28-2
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: 2025-09-15-28-3
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 45.7

Test 4 of 6

DIME Test ID: 2025-09-15-28-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/30/2025
Date Tested: 09/17/2025
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 0.483 in
Sample 1 Ultimate strength 2840.6 psi
Sample 1 Thickness 0.269 in
Sample 1 Area 0.1299 in^2
Sample 1 Ultimate Strength Actual 369 lbs
Sample 1 percent elongation 75.3 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.273 in
Sample 2 Area 0.1319 in^2
Sample 2 Ultimate strength 2888.6 psi
Sample 2 Ultimate Strength Actual 381 lbs
Sample 2 percent elongation 76.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.267 in
Sample 3 Area 0.1292 in^2
Sample 3 Ultimate strength 2817.3 psi
Sample 3 Ultimate Strength Actual 364 lbs
Sample 3 percent elongation 74.6 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.275 in
Sample 4 Area 0.1331 in^2
Sample 4 Ultimate strength 2742.3 psi
Sample 4 Ultimate Strength Actual 365 lbs
Sample 4 percent elongation 73.4 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.483 in
Sample 5 Thickness 0.264 in
Sample 5 Area 0.1275 in^2
Sample 5 Ultimate strength 2635.3 psi
Sample 5 Ultimate Strength Actual 336 lbs
Sample 5 percent elongation 69.7 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.482 in
Sample 6 Thickness 0.267 in
Sample 6 Area 0.1287 in^2
Sample 6 Ultimate strength 2859.4 psi
Sample 6 Ultimate Strength Actual 368 lbs
Sample 6 percent elongation 75.5 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2797 psi
Percent Elongation Average 74 %

Test 5 of 6

DIME Test ID: 2025-09-15-28-5
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 1134 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 1 567 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1110 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 2 555 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1292 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 3 646 psi

Test 6 of 6

DIME Test ID: 2025-09-15-28-6
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 100.029 grams
Weight at 5 minutes 100.003 grams
Weight at 10 minutes 99.984 grams
Weight at 15 minutes 99.962 grams
Weight at 20 minutes 99.945 grams
Weight at 25 minutes 99.922 grams
Weight at 30 minutes 99.898 grams
Final weight 99.9 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 6.935 grams/m^2