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Sample Record for 2023-08-14-54

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Project Information

Project ID: 994612 DEA: 112N1414 EFIS: 1121000253 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15,78-Various
Work Description: PLACE METHACRYLATE, POLYESTER CONCRETE, JOINT SEALS AND REPAIR SPALLS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA
Contractor Address: 1310 W 23RD ST, TEMPE AZ 85282
Resident Engineer: Benjamin Haney Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-14-54
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: 08/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2023
The quantity of what the sample constitutes: 6 Tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943822
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1485291
Batch number: 1485291
Mix number: 1485291
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-14-54-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/02/2023
Date Tested: 08/24/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 102

Test 2 of 6

DIME Test ID: 2023-08-14-54-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/02/2023
Date Tested: 08/24/2023
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: 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: 2023-08-14-54-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/02/2023
Date Tested: 08/21/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted 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 0.487 in
Sample 1 Ultimate strength 3248.5 psi
Sample 1 Thickness 0.242 in
Sample 1 Area 0.1179 in^2
Sample 1 Ultimate Strength Actual 383 lbs
Sample 1 percent elongation 65.4 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.252 in
Sample 2 Area 0.123 in^2
Sample 2 Ultimate strength 3138.2 psi
Sample 2 Ultimate Strength Actual 386 lbs
Sample 2 percent elongation 60.7 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1254 in^2
Sample 3 Ultimate strength 3724.1 psi
Sample 3 Ultimate Strength Actual 467 lbs
Sample 3 percent elongation 77.6 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.254 in
Sample 4 Area 0.1237 in^2
Sample 4 Ultimate strength 3354.9 psi
Sample 4 Ultimate Strength Actual 415 lbs
Sample 4 percent elongation 70 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.1225 in^2
Sample 5 Ultimate strength 3175.5 psi
Sample 5 Ultimate Strength Actual 389 lbs
Sample 5 percent elongation 63 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.244 in
Sample 6 Area 0.1191 in^2
Sample 6 Ultimate strength 3324.9 psi
Sample 6 Ultimate Strength Actual 396 lbs
Sample 6 percent elongation 66.9 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3328 psi
Percent Elongation Average 67 %

Test 4 of 6

DIME Test ID: 2023-08-14-54-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/02/2023
Date Tested: 08/24/2023
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: 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

Test 5 of 6

DIME Test ID: 2023-08-14-54-5
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: 10/02/2023
Date Tested: 08/18/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1212 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 1 606 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1572 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 2 786 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 2025 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 1012.5 psi

Test 6 of 6

DIME Test ID: 2023-08-14-54-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/02/2023
Date Tested: 08/18/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100.059 grams
Weight at 5 minutes 99.993 grams
Weight at 10 minutes 99.923 grams
Weight at 15 minutes 99.854 grams
Weight at 20 minutes 99.783 grams
Weight at 25 minutes 99.712 grams
Weight at 30 minutes 99.629 grams
Final weight 99.63 grams
Total weight loss 0.43 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 23.062 grams/m^2