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Sample Record for 2021-11-17-5

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Project Information

Project ID: 215702 DEA: 010J8804 EFIS: 0119000118 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20,29,53-VAR
Work Description: FURNISH & PLACE POLYESTER OVERLAY AND HOT MIX ASPHALT (TYPE A).
Location Description: LAKE COUNTY AT VARIOUS LOCATIONS
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Steve Tisell Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-17-5
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: 11/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2021
The quantity of what the sample constitutes: 2 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): 1372368
Batch number: 1372368
Mix number: 1372368
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-11-17-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/10/2021
Date Tested: 12/10/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 95.5

Test 2 of 6

DIME Test ID: 2021-11-17-5-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/10/2021
Date Tested: 12/10/2021
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:
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: 2021-11-17-5-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/10/2021
Date Tested: 12/10/2021
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 3191.8 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.1208 in^2
Sample 1 Ultimate Strength Actual 385.569 lbs
Sample 1 percent elongation 53.98 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.484 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.121 in^2
Sample 2 Ultimate strength 3376.7 psi
Sample 2 Ultimate Strength Actual 408.581 lbs
Sample 2 percent elongation 59.28 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.1213 in^2
Sample 3 Ultimate strength 3433.4 psi
Sample 3 Ultimate Strength Actual 416.471 lbs
Sample 3 percent elongation 60.29 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.249 in
Sample 4 Area 0.1208 in^2
Sample 4 Ultimate strength 3412.9 psi
Sample 4 Ultimate Strength Actual 412.278 lbs
Sample 4 percent elongation 60.19 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.245 in
Sample 5 Area 0.1188 in^2
Sample 5 Ultimate strength 3411.1 psi
Sample 5 Ultimate Strength Actual 405.239 lbs
Sample 5 percent elongation 57.24 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.242 in
Sample 6 Area 0.1174 in^2
Sample 6 Ultimate strength 3469.4 psi
Sample 6 Ultimate Strength Actual 407.308 lbs
Sample 6 percent elongation 62.15 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3383 psi
Percent Elongation Average 59 %

Test 4 of 6

DIME Test ID: 2021-11-17-5-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/10/2021
Date Tested: 12/10/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 5 of 6

DIME Test ID: 2021-11-17-5-5
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: 12/10/2021
Date Tested: 12/10/2021
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 1085.44 lb
Span length for Sample 1 9 in
Break location for Sample 1 PCC
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 542.72 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1148.89 lb
Span length for Sample 2 9 in
Break location for Sample 2 PCC
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 574.445 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1283.33 lb
Span length for Sample 3 9 in
Break location for Sample 3 PCC
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 641.665 psi

Test 6 of 6

DIME Test ID: 2021-11-17-5-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/10/2021
Date Tested: 12/10/2021
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 75 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.937 grams
Weight at 10 minutes 99.878 grams
Weight at 15 minutes 99.823 grams
Weight at 20 minutes 99.767 grams
Weight at 25 minutes 99.712 grams
Weight at 30 minutes 99.656 grams
Final weight 99.66 grams
Total weight loss 0.34 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 18.277 grams/m^2