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Sample Record for 2021-05-27-20

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Project Information

Project ID: 214734 DEA: 060X1804 EFIS: 0618000183 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5,43,58,99,119-Var
Work Description: POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS, AND SPALL REPAIR.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS
Contractor Name: T.P.A. CONSTRUCTION,INC.
Contractor Address: 2406 Clubhouse Drive, Rocklin CA 95765
Resident Engineer: Robert Decker Structure Rep.: Mark Wittgraf

Sample Information

DIME Sample ID: 2021-05-27-20
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: 05/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2021
The quantity of what the sample constitutes: 8 Tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1336491
Batch number: 1336491
Mix number: 1336491
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-05-27-20-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/03/2021
Date Tested: 06/03/2021
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 Based on Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 115

Test 2 of 6

DIME Test ID: 2021-05-27-20-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/03/2021
Date Tested: 06/03/2021
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 Based on Supplier Results
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: 2021-05-27-20-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/03/2021
Date Tested: 06/03/2021
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 Based on Supplier 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 0.485 in
Sample 1 Ultimate strength 3565.4 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.1208 in^2
Sample 1 Ultimate Strength Actual 430.7 lbs
Sample 1 percent elongation 69.1 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.1217 in^2
Sample 2 Ultimate strength 2851.3 psi
Sample 2 Ultimate Strength Actual 347 lbs
Sample 2 percent elongation 56.03 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.251 in
Sample 3 Area 0.1217 in^2
Sample 3 Ultimate strength 3192.3 psi
Sample 3 Ultimate Strength Actual 388.5 lbs
Sample 3 percent elongation 61.41 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.251 in
Sample 4 Area 0.1217 in^2
Sample 4 Ultimate strength 3220.2 psi
Sample 4 Ultimate Strength Actual 391.9 lbs
Sample 4 percent elongation 59.9 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.25 in
Sample 5 Area 0.121 in^2
Sample 5 Ultimate strength 3531.4 psi
Sample 5 Ultimate Strength Actual 427.3 lbs
Sample 5 percent elongation 64.37 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.484 in
Sample 6 Thickness 0.253 in
Sample 6 Area 0.1225 in^2
Sample 6 Ultimate strength 3170.6 psi
Sample 6 Ultimate Strength Actual 388.4 lbs
Sample 6 percent elongation 54.1 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3255 psi
Percent Elongation Average 61 %

Test 4 of 6

DIME Test ID: 2021-05-27-20-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/03/2021
Date Tested: 06/03/2021
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 Based on Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45

Test 5 of 6

DIME Test ID: 2021-05-27-20-5
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: 06/03/2021
Date Tested: 06/03/2021
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 Based on Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1257 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 1 628.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1180 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 2 590 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1259 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 3 629.5 psi

Test 6 of 6

DIME Test ID: 2021-05-27-20-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 06/03/2021
Date Tested: 06/03/2021
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 Based on Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.963 grams
Weight at 10 minutes 99.93 grams
Weight at 15 minutes 99.892 grams
Weight at 20 minutes 99.675 grams
Weight at 25 minutes 99.588 grams
Weight at 30 minutes 99.544 grams
Final weight 99.54 grams
Total weight loss 0.46 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 24.728 grams/m^2