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Sample Record for 2021-06-30-7

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Project Information

Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran

Sample Information

DIME Sample ID: 2021-06-30-7
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: 06/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2021
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): 1344640
Batch number: 1344640
Mix number: 1344640

Test Results

Test 1 of 6

DIME Test ID: 2021-06-30-7-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/09/2021
Date Tested: 07/09/2021
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 Suppliers Results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 108

Test 2 of 6

DIME Test ID: 2021-06-30-7-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/09/2021
Date Tested: 07/09/2021
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 Suppliers Results
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.91

Test 3 of 6

DIME Test ID: 2021-06-30-7-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/09/2021
Date Tested: 07/09/2021
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 Suppliers Results
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.487 in
Sample 1 Ultimate strength 3243 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.1218 in^2
Sample 1 Ultimate Strength Actual 394.997 lbs
Sample 1 percent elongation 63.29 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1247 in^2
Sample 2 Ultimate strength 3471.1 psi
Sample 2 Ultimate Strength Actual 432.846 lbs
Sample 2 percent elongation 69.23 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.256 in
Sample 3 Area 0.1244 in^2
Sample 3 Ultimate strength 3386.5 psi
Sample 3 Ultimate Strength Actual 421.281 lbs
Sample 3 percent elongation 66.17 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1254 in^2
Sample 4 Ultimate strength 2989 psi
Sample 4 Ultimate Strength Actual 374.821 lbs
Sample 4 percent elongation 57.36 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.254 in
Sample 5 Area 0.1234 in^2
Sample 5 Ultimate strength 3206 psi
Sample 5 Ultimate Strength Actual 395.62 lbs
Sample 5 percent elongation 61.58 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3259 psi
Percent Elongation Average 64 %

Test 4 of 6

DIME Test ID: 2021-06-30-7-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/09/2021
Date Tested: 07/09/2021
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 Suppliers Results
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.98

Test 5 of 6

DIME Test ID: 2021-06-30-7-5
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: 07/09/2021
Date Tested: 07/09/2021
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 Suppliers Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1366.11 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 1 683.055 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1223.4 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 2 611.698 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1266.61 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 3 633.305 psi

Test 6 of 6

DIME Test ID: 2021-06-30-7-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/09/2021
Date Tested: 07/09/2021
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 Suppliers 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 99.952 grams
Weight at 10 minutes 99.911 grams
Weight at 15 minutes 99.868 grams
Weight at 20 minutes 99.822 grams
Weight at 25 minutes 99.774 grams
Weight at 30 minutes 99.728 grams
Final weight 99.73 grams
Total weight loss 0.27 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 14.514 grams/m^2