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Sample Record for 2024-02-20-5

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Project Information

Project ID: 994732 DEA: 043Q5004 EFIS: 0419000218 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580,980-Var
Work Description: POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & SOIL DENSIFICATION.
Location Description: ALAMEDA COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC /Francisco Castillo
Contractor Address: Myers and Sons Construction, LLC 45 Morrison Ave., Sacramento, CA 95838
Resident Engineer: Jasmaninder (Jas) Singh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-20-5
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: 02/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2024
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: 000037KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4B00198
Batch number: AZ4B00198
Mix number: AZ4B00198
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-02-20-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/19/2024
Date Tested: 03/04/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 103

Test 2 of 6

DIME Test ID: 2024-02-20-5-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/19/2024
Date Tested: 03/04/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
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: 2024-02-20-5-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/19/2024
Date Tested: 02/23/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Vendors 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 0.486 in
Sample 1 Ultimate strength 3290 psi
Sample 1 Thickness 0.259 in
Sample 1 Area 0.1259 in^2
Sample 1 Ultimate Strength Actual 414.211 lbs
Sample 1 percent elongation 73 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.27 in
Sample 2 Area 0.131 in^2
Sample 2 Ultimate strength 3076 psi
Sample 2 Ultimate Strength Actual 402.956 lbs
Sample 2 percent elongation 67 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.271 in
Sample 3 Area 0.1314 in^2
Sample 3 Ultimate strength 3065 psi
Sample 3 Ultimate Strength Actual 402.741 lbs
Sample 3 percent elongation 67 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.272 in
Sample 4 Area 0.1322 in^2
Sample 4 Ultimate strength 3072 psi
Sample 4 Ultimate Strength Actual 406.118 lbs
Sample 4 percent elongation 67.4 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.266 in
Sample 5 Area 0.1293 in^2
Sample 5 Ultimate strength 3049 psi
Sample 5 Ultimate Strength Actual 394.236 lbs
Sample 5 percent elongation 65.6 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.264 in
Sample 6 Area 0.128 in^2
Sample 6 Ultimate strength 3006 psi
Sample 6 Ultimate Strength Actual 384.768 lbs
Sample 6 percent elongation 55.5 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3093 psi
Percent Elongation Average 66 %

Test 4 of 6

DIME Test ID: 2024-02-20-5-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/19/2024
Date Tested: 03/04/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.4

Test 5 of 6

DIME Test ID: 2024-02-20-5-5
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: 03/19/2024
Date Tested: 02/23/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Vendors Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1455.55 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 1 727.777 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 2006.99 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 1003.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 2011.82 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 1005.91 psi

Test 6 of 6

DIME Test ID: 2024-02-20-5-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/19/2024
Date Tested: 03/04/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Vendors 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 100.004 grams
Weight at 5 minutes 99.932 grams
Weight at 10 minutes 99.873 grams
Weight at 15 minutes 99.784 grams
Weight at 20 minutes 99.684 grams
Weight at 25 minutes 99.618 grams
Weight at 30 minutes 99.548 grams
Final weight 99.55 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 24.406 grams/m^2