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Sample Record for 2024-03-13-34

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Project Information

Project ID: 994907 DEA: 120T1204 EFIS: 1222000004 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA,-57-12.3
Work Description: DECK SPALL REPAIR AND POLYESTER CONCRETE OVERLAY.
Location Description: ORANGE COUNTY IN ANAHEIM AT STADIUM OVERHEAD
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Karim Ahmed Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-03-13-34
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: 03/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2024
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: 000045KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4C00318
Batch number: AZ4C00318
Mix number: AZ4C00318
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-03-13-34-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/13/2024
Date Tested: 04/19/2024
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: 2024-03-13-34-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/13/2024
Date Tested: 04/19/2024
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: 2024-03-13-34-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/13/2024
Date Tested: 03/22/2024
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 0.48 in
Sample 1 Ultimate strength 2995.3 psi
Sample 1 Thickness 0.264 in
Sample 1 Area 0.1267 in^2
Sample 1 Ultimate Strength Actual 379.5 lbs
Sample 1 percent elongation 48.082 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.48 in
Sample 2 Thickness 0.261 in
Sample 2 Area 0.1253 in^2
Sample 2 Ultimate strength 3129 psi
Sample 2 Ultimate Strength Actual 392.064 lbs
Sample 2 percent elongation 51.989 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.48 in
Sample 3 Thickness 0.26 in
Sample 3 Area 0.1248 in^2
Sample 3 Ultimate strength 3201.9 psi
Sample 3 Ultimate Strength Actual 399.6 lbs
Sample 3 percent elongation 65.833 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.48 in
Sample 4 Thickness 0.264 in
Sample 4 Area 0.1267 in^2
Sample 4 Ultimate strength 3123.4 psi
Sample 4 Ultimate Strength Actual 395.73 lbs
Sample 4 percent elongation 46.633 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.48 in
Sample 5 Thickness 0.261 in
Sample 5 Area 0.1253 in^2
Sample 5 Ultimate strength 3147.9 psi
Sample 5 Ultimate Strength Actual 394.43 lbs
Sample 5 percent elongation 50.677 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.48 in
Sample 6 Thickness 0.269 in
Sample 6 Area 0.1291 in^2
Sample 6 Ultimate strength 3264.8 psi
Sample 6 Ultimate Strength Actual 421.49 lbs
Sample 6 percent elongation 66.452 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3144 psi
Percent Elongation Average 55 %

Test 4 of 6

DIME Test ID: 2024-03-13-34-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/13/2024
Date Tested: 04/19/2024
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 45.7

Test 5 of 6

DIME Test ID: 2024-03-13-34-5
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: 05/13/2024
Date Tested: 03/21/2024
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 1382 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 1 691 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 2046 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 1023 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1704 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 3 852 psi

Test 6 of 6

DIME Test ID: 2024-03-13-34-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/13/2024
Date Tested: 03/20/2024
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 100.081 grams
Weight at 5 minutes 100.008 grams
Weight at 10 minutes 99.858 grams
Weight at 15 minutes 99.765 grams
Weight at 20 minutes 99.694 grams
Weight at 25 minutes 99.613 grams
Weight at 30 minutes 99.536 grams
Final weight 99.54 grams
Total weight loss 0.54 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 29.083 grams/m^2