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Sample Record for 2021-03-09-17

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Project Information

Project ID: 215211 DEA: 051K6904 EFIS: 0518000230 QA Service Level: 1
DIST-CO-RTE-PM: 05--,101,154-
Work Description:
Location Description:
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: David Ballentine Structure Rep.: David Lewis

Sample Information

DIME Sample ID: 2021-03-09-17
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: 03/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2021
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): 1317765
Batch number: 1317765
Mix number: 1317765

Test Results

Test 1 of 6

DIME Test ID: 2021-03-09-17-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/19/2021
Date Tested: 05/19/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based on Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 114

Test 2 of 6

DIME Test ID: 2021-03-09-17-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/19/2021
Date Tested: 05/19/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based on Vendor 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: 2021-03-09-17-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/19/2021
Date Tested: 05/19/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
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 0.492 in
Sample 1 Ultimate strength 2803 psi
Sample 1 Thickness 0.259 in
Sample 1 Area 0.1274 in^2
Sample 1 Ultimate Strength Actual 357.1 lbs
Sample 1 percent elongation 48.5 %
Sample 1 Time 3 MM:SS
Sample 2 Width 0.491 in
Sample 2 Thickness 0.24 in
Sample 2 Area 0.1178 in^2
Sample 2 Ultimate strength 3085.7 psi
Sample 2 Ultimate Strength Actual 363.5 lbs
Sample 2 percent elongation 51.2 %
Sample 2 Time 4 MM:SS
Sample 3 Width 0.491 in
Sample 3 Thickness 0.243 in
Sample 3 Area 0.1193 in^2
Sample 3 Ultimate strength 2928.8 psi
Sample 3 Ultimate Strength Actual 349.4 lbs
Sample 3 percent elongation 50.2 %
Sample 3 Time 3 MM:SS
Sample 4 Width 0.492 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1269 in^2
Sample 4 Ultimate strength 2950.4 psi
Sample 4 Ultimate Strength Actual 374.4 lbs
Sample 4 percent elongation 41.6 %
Sample 4 Time 3 MM:SS
Sample 5 Width 0.491 in
Sample 5 Thickness 0.254 in
Sample 5 Area 0.1247 in^2
Sample 5 Ultimate strength 3060.1 psi
Sample 5 Ultimate Strength Actual 381.6 lbs
Sample 5 percent elongation 41.9 %
Sample 5 Time 3 MM:SS
Sample 6 Width 0.49 in
Sample 6 Thickness 0.229 in
Sample 6 Area 0.1122 in^2
Sample 6 Ultimate strength 2893.9 psi
Sample 6 Ultimate Strength Actual 324.7 lbs
Sample 6 percent elongation 55.6 %
Sample 6 Time 3 MM:SS
Ultimate Strength Average 2954 psi
Percent Elongation Average 48 %

Test 4 of 6

DIME Test ID: 2021-03-09-17-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/19/2021
Date Tested: 05/19/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based on Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.16

Test 5 of 6

DIME Test ID: 2021-03-09-17-5
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: 05/19/2021
Date Tested: 05/19/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based on Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1477.89 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 1 738.945 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1619.1 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 2 809.55 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1773.16 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 3 886.58 psi

Test 6 of 6

DIME Test ID: 2021-03-09-17-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/19/2021
Date Tested: 05/19/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.28 mm
Room Temperature 73.4 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.8 grams
Weight at 15 minutes 99.6 grams
Weight at 20 minutes 99.5 grams
Weight at 25 minutes 99.5 grams
Weight at 30 minutes 99.4 grams
Final weight 99.4 grams
Total weight loss 0.6 grams
Calculated radius of gallon can lid in cm 7.664 cm
Lid Factor 54.193 m^2
Volatile emission 32.516 grams/m^2

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.