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Sample Record for 2023-10-16-33

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Project Information

Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-0/16.5
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1900 Glendale Ave, Sparks, NV 89431
Resident Engineer: Amir Zamanian Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-16-33
TL Number from the TL Form: Sacramento Caltrans lab
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: 10/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2023
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / 9800 RESIN
From where was the sample collected: Source
Laboratory sample identification: AZ3J00068
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ3J00045
Batch number: AZ3J00045
Mix number: AZ3J00045
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-10-16-33-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/21/2024
Date Tested: 11/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 240

Test 2 of 6

DIME Test ID: 2023-10-16-33-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/21/2024
Date Tested: 11/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9.1

Test 3 of 6

DIME Test ID: 2023-10-16-33-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/21/2024
Date Tested: 11/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 43.6

Test 4 of 6

DIME Test ID: 2023-10-16-33-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/21/2024
Date Tested: 10/20/2023
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 based on vendor's results.
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 0.49 in
Sample 1 Ultimate strength 7950.4 psi
Sample 1 Thickness 0.247 in
Sample 1 Area 0.121 in^2
Sample 1 Ultimate Strength Actual 962 lbs
Sample 1 percent elongation 22.8 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.489 in
Sample 2 Thickness 0.252 in
Sample 2 Area 0.1232 in^2
Sample 2 Ultimate strength 7946.4 psi
Sample 2 Ultimate Strength Actual 979 lbs
Sample 2 percent elongation 24.9 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.49 in
Sample 3 Thickness 0.254 in
Sample 3 Area 0.1245 in^2
Sample 3 Ultimate strength 7887.6 psi
Sample 3 Ultimate Strength Actual 982 lbs
Sample 3 percent elongation 23.1 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.49 in
Sample 4 Thickness 0.255 in
Sample 4 Area 0.125 in^2
Sample 4 Ultimate strength 7896 psi
Sample 4 Ultimate Strength Actual 987 lbs
Sample 4 percent elongation 24.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.247 in
Sample 5 Area 0.1208 in^2
Sample 5 Ultimate strength 7996.7 psi
Sample 5 Ultimate Strength Actual 966 lbs
Sample 5 percent elongation 21.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.49 in
Sample 6 Thickness 0.256 in
Sample 6 Area 0.1254 in^2
Sample 6 Ultimate strength 7958.5 psi
Sample 6 Ultimate Strength Actual 998 lbs
Sample 6 percent elongation 24.6 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 7939 psi
Percent Elongation Average 24 %

Test 5 of 6

DIME Test ID: 2023-10-16-33-5
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: 03/21/2024
Date Tested: 10/19/2023
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 based on vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1908 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 1 954 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1780 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 2 890 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1504 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 3 752 psi

Test 6 of 6

DIME Test ID: 2023-10-16-33-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/21/2024
Date Tested: 10/19/2023
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 based on vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 78 f
Tare weight no data
Initial weight 100.288 grams
Weight at 5 minutes 100.214 grams
Weight at 10 minutes 100.137 grams
Weight at 15 minutes 100.061 grams
Weight at 20 minutes 99.994 grams
Weight at 25 minutes 99.912 grams
Weight at 30 minutes 99.842 grams
Final weight 99.84 grams
Total weight loss 0.45 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 24.083 grams/m^2