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Sample Record for 2025-09-10-49

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Project Information

Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R104.9/R134.2
Work Description: PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description: RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEMPE, AZ. 85284
Resident Engineer: Khoi Vu Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2025-09-10-49
TL Number from the TL Form: 184KBP
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: 09/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2025
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-147
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5H01115
Batch number: AZ5H01115
Mix number: AZ5H01115
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-09-10-49-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/23/2025
Date Tested: 09/15/2025
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

Test 2 of 6

DIME Test ID: 2025-09-10-49-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/23/2025
Date Tested: 09/15/2025
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: 2025-09-10-49-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/23/2025
Date Tested: 09/15/2025
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 46.17

Test 4 of 6

DIME Test ID: 2025-09-10-49-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/23/2025
Date Tested: 09/15/2025
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 2955.9 psi
Sample 1 Thickness 0.272 in
Sample 1 Area 0.1316 in^2
Sample 1 Ultimate Strength Actual 389 lbs
Sample 1 percent elongation 71.7 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.482 in
Sample 2 Thickness 0.258 in
Sample 2 Area 0.1244 in^2
Sample 2 Ultimate strength 3199.4 psi
Sample 2 Ultimate Strength Actual 398 lbs
Sample 2 percent elongation 77 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.267 in
Sample 3 Area 0.1287 in^2
Sample 3 Ultimate strength 3038.1 psi
Sample 3 Ultimate Strength Actual 391 lbs
Sample 3 percent elongation 73.6 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.482 in
Sample 4 Thickness 0.267 in
Sample 4 Area 0.1287 in^2
Sample 4 Ultimate strength 2719.5 psi
Sample 4 Ultimate Strength Actual 350 lbs
Sample 4 percent elongation 63.6 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.271 in
Sample 5 Area 0.1306 in^2
Sample 5 Ultimate strength 3154.7 psi
Sample 5 Ultimate Strength Actual 412 lbs
Sample 5 percent elongation 76.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.256 in
Sample 6 Area 0.1236 in^2
Sample 6 Ultimate strength 3195.8 psi
Sample 6 Ultimate Strength Actual 395 lbs
Sample 6 percent elongation 77.8 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3044 psi
Percent Elongation Average 73 %

Test 5 of 6

DIME Test ID: 2025-09-10-49-5
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: 09/23/2025
Date Tested: 09/16/2025
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 1230 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 1 615 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1116 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 2 558 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1296 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 3 648 psi

Test 6 of 6

DIME Test ID: 2025-09-10-49-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/23/2025
Date Tested: 09/15/2025
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 77 f
Tare weight no data
Initial weight 100.021 grams
Weight at 5 minutes 99.995 grams
Weight at 10 minutes 99.97 grams
Weight at 15 minutes 99.948 grams
Weight at 20 minutes 99.93 grams
Weight at 25 minutes 99.911 grams
Weight at 30 minutes 99.887 grams
Final weight 99.89 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 7.042 grams/m^2