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Sample Record for 2024-07-09-99

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Project Information

Project ID: 1000052 DEA: 040Y8304 EFIS: 0422000344 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84,92,101,280-var
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND CONSTRUCT APPROACH SLAB.
Location Description: SAN MATEO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: PHONE AUNG Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-09-99
TL Number from the TL Form:
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: 07/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
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: 000086KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers

Material Information

Mfg. Lot Number(s): AZ4F00969
Batch number: AZ4F00969
Mix number: AZ4F00969

Test Results

Test 1 of 6

DIME Test ID: 2024-07-09-99-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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 98

Test 2 of 6

DIME Test ID: 2024-07-09-99-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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: 2024-07-09-99-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/01/2024
Date Tested: 07/15/2024
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 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 0.485 in
Sample 1 Ultimate strength 3041 psi
Sample 1 Thickness 0.258 in
Sample 1 Area 0.1251 in^2
Sample 1 Ultimate Strength Actual 380.429 lbs
Sample 1 percent elongation 71.4 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.258 in
Sample 2 Area 0.1251 in^2
Sample 2 Ultimate strength 3223 psi
Sample 2 Ultimate Strength Actual 403.197 lbs
Sample 2 percent elongation 76.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.492 in
Sample 3 Thickness 0.271 in
Sample 3 Area 0.1333 in^2
Sample 3 Ultimate strength 3122 psi
Sample 3 Ultimate Strength Actual 416.163 lbs
Sample 3 percent elongation 75.9 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.264 in
Sample 4 Area 0.1278 in^2
Sample 4 Ultimate strength 3207 psi
Sample 4 Ultimate Strength Actual 409.855 lbs
Sample 4 percent elongation 76.2 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.261 in
Sample 5 Area 0.1263 in^2
Sample 5 Ultimate strength 3075 psi
Sample 5 Ultimate Strength Actual 388.372 lbs
Sample 5 percent elongation 73 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.489 in
Sample 6 Thickness 0.249 in
Sample 6 Area 0.1218 in^2
Sample 6 Ultimate strength 2810 psi
Sample 6 Ultimate Strength Actual 342.258 lbs
Sample 6 percent elongation 63.5 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3080 psi
Percent Elongation Average 73 %

Test 4 of 6

DIME Test ID: 2024-07-09-99-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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 46.7

Test 5 of 6

DIME Test ID: 2024-07-09-99-5
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: 08/01/2024
Date Tested: 07/23/2024
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 vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1236.1 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 1 618.052 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1590.46 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 2 795.228 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1125.69 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 3 562.846 psi

Test 6 of 6

DIME Test ID: 2024-07-09-99-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/01/2024
Date Tested: 07/16/2024
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 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 100.075 grams
Weight at 5 minutes 100.009 grams
Weight at 10 minutes 99.947 grams
Weight at 15 minutes 99.887 grams
Weight at 20 minutes 99.823 grams
Weight at 25 minutes 99.76 grams
Weight at 30 minutes 99.693 grams
Final weight 99.69 grams
Total weight loss 0.39 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 20.696 grams/m^2