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Sample Record for 2021-08-31-28

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Project Information

Project ID: 215681 DEA: 031G7604 EFIS: 0319000240 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-20,80-VAR
Work Description: Remove, furnish and place polyester concrete overlay
Location Description: 03-Pla,Nev-20, 80-VAR
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Tad Sampson Structure Rep.: Carl Anderson

Sample Information

DIME Sample ID: 2021-08-31-28
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: 08/31/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: 2 Tankers 35 Totes
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): 1354783
Batch number: 1354783
Mix number: 1354783

Test Results

Test 1 of 6

DIME Test ID: 2021-08-31-28-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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 202

Test 2 of 6

DIME Test ID: 2021-08-31-28-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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) 8.9131

Test 3 of 6

DIME Test ID: 2021-08-31-28-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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 Vendor 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 0.488 in
Sample 1 Ultimate strength 8156.3 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.122 in^2
Sample 1 Ultimate Strength Actual 995.069 lbs
Sample 1 percent elongation 22.89 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.248 in
Sample 2 Area 0.121 in^2
Sample 2 Ultimate strength 8274.6 psi
Sample 2 Ultimate Strength Actual 1001.23 lbs
Sample 2 percent elongation 34.71 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.489 in
Sample 3 Thickness 0.247 in
Sample 3 Area 0.1208 in^2
Sample 3 Ultimate strength 8267.8 psi
Sample 3 Ultimate Strength Actual 998.75 lbs
Sample 3 percent elongation 31.91 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.248 in
Sample 4 Area 0.121 in^2
Sample 4 Ultimate strength 8272.7 psi
Sample 4 Ultimate Strength Actual 1001 lbs
Sample 4 percent elongation 28.06 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.245 in
Sample 5 Area 0.1198 in^2
Sample 5 Ultimate strength 8262.9 psi
Sample 5 Ultimate Strength Actual 989.895 lbs
Sample 5 percent elongation 23.6 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.243 in
Sample 6 Area 0.1186 in^2
Sample 6 Ultimate strength 8294.5 psi
Sample 6 Ultimate Strength Actual 983.728 lbs
Sample 6 percent elongation 23.08 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 8255 psi
Percent Elongation Average 27 %

Test 4 of 6

DIME Test ID: 2021-08-31-28-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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 44

Test 5 of 6

DIME Test ID: 2021-08-31-28-5
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: 09/30/2021
Date Tested: 09/30/2021
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 Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1896.87 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 1 948.435 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1863.77 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 2 931.885 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 922.75 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 3 461.375 psi

Test 6 of 6

DIME Test ID: 2021-08-31-28-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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:
Diameter of lid 155 mm
Room Temperature 71.9 f
Tare weight 0 grams
Initial weight 100.08 grams
Weight at 5 minutes 100.02 grams
Weight at 10 minutes 99.96 grams
Weight at 15 minutes 99.89 grams
Weight at 20 minutes 99.82 grams
Weight at 25 minutes 99.74 grams
Weight at 30 minutes 99.67 grams
Final weight 99.67 grams
Total weight loss 0.41 grams
Calculated radius of gallon can lid in cm 7.75 cm
Lid Factor 52.996 m^2
Volatile emission 21.728 grams/m^2