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Sample Record for 2020-10-09-11

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Project Information

Project ID: 214799 DEA: 031G4804 EFIS: 0318000240 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV,PLA,SIE-49,80-VAR
Work Description: REPLACE POLYESTER CONCRETE OVERLAY ON BRIDGES.
Location Description: NEVADA, PLACER, AND SIERRA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Myers and Sons
Contractor Address: 4600 NORTHGATE BLVD, STE 100, SACRAMENTO, CA 95834
Resident Engineer: Carl Anderson Structure Rep.: Carl Anderson

Sample Information

DIME Sample ID: 2020-10-09-11
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: 10/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
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): 1284119
Batch number: 1284119
Mix number: 1284119

Test Results

Test 1 of 6

DIME Test ID: 2020-10-09-11-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/18/2020
Date Tested: 12/18/2020
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:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.83

Test 2 of 6

DIME Test ID: 2020-10-09-11-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/18/2020
Date Tested: 12/18/2020
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 supplier's results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 165

Test 3 of 6

DIME Test ID: 2020-10-09-11-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/18/2020
Date Tested: 12/18/2020
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:
Mean of two volatile content determination 44.62

Test 4 of 6

DIME Test ID: 2020-10-09-11-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/18/2020
Date Tested: 12/18/2020
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 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.483 in
Sample 1 Ultimate strength 6921.1 psi
Sample 1 Thickness 0.252 in
Sample 1 Area 0.1217 in^2
Sample 1 Ultimate Strength Actual 842.3 lbs
Sample 1 percent elongation 13.4 %
Sample 1 Time 1 MM:SS
Sample 2 Width 0.482 in
Sample 2 Thickness 0.263 in
Sample 2 Area 0.1268 in^2
Sample 2 Ultimate strength 6966.1 psi
Sample 2 Ultimate Strength Actual 883.3 lbs
Sample 2 percent elongation 19.4 %
Sample 2 Time 1 MM:SS
Sample 3 Width 0.481 in
Sample 3 Thickness 0.249 in
Sample 3 Area 0.1198 in^2
Sample 3 Ultimate strength 7015 psi
Sample 3 Ultimate Strength Actual 840.4 lbs
Sample 3 percent elongation 22.6 %
Sample 3 Time 1 MM:SS
Sample 4 Width 0.482 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1253 in^2
Sample 4 Ultimate strength 6945.7 psi
Sample 4 Ultimate Strength Actual 870.3 lbs
Sample 4 percent elongation 18.9 %
Sample 4 Time 1 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.263 in
Sample 5 Area 0.1268 in^2
Sample 5 Ultimate strength 7039.4 psi
Sample 5 Ultimate Strength Actual 892.6 lbs
Sample 5 percent elongation 14.6 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 6977 psi
Percent Elongation Average 18 %

Test 5 of 6

DIME Test ID: 2020-10-09-11-5
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: 12/18/2020
Date Tested: 12/18/2020
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 supplier's results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1108 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 1 554 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1002 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 2 501 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 54 lb
Span length for Sample 3 9 in
Break location for Sample 3 bond
Specimen defects/notes for Sample 3 Contaminated
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 27 psi

Test 6 of 6

DIME Test ID: 2020-10-09-11-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/18/2020
Date Tested: 12/18/2020
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 155 mm
Room Temperature 70.3 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 100 grams
Weight at 10 minutes 99.9 grams
Weight at 15 minutes 99.8 grams
Weight at 20 minutes 99.8 grams
Weight at 25 minutes 99.7 grams
Weight at 30 minutes 99.6 grams
Final weight 99.6 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.75 cm
Lid Factor 52.996 m^2
Volatile emission 21.198 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.