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Sample Record for 2022-08-04-35

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Project Information

Project ID: 993193 DEA: 031H18U4 EFIS: 0321000106 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-13.0/16.5
Work Description: ROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY.
Location Description: NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Randy Stellhorn Structure Rep.: Carl Anderson

Sample Information

DIME Sample ID: 2022-08-04-35
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: 08/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2022
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: 943120
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1418289
Batch number: 1418289
Mix number: 1418289
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-08-04-35-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/26/2022
Date Tested: 08/24/2022
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 158

Test 2 of 6

DIME Test ID: 2022-08-04-35-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/26/2022
Date Tested: 08/24/2022
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) 8.7

Test 3 of 6

DIME Test ID: 2022-08-04-35-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/26/2022
Date Tested: 08/12/2022
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 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.484 in
Sample 1 Ultimate strength 7817.3 psi
Sample 1 Thickness 0.241 in
Sample 1 Area 0.1166 in^2
Sample 1 Ultimate Strength Actual 911.5 lbs
Sample 1 percent elongation 17.68 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.242 in
Sample 2 Area 0.1176 in^2
Sample 2 Ultimate strength 7804.4 psi
Sample 2 Ultimate Strength Actual 917.8 lbs
Sample 2 percent elongation 19.43 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.248 in
Sample 3 Area 0.1198 in^2
Sample 3 Ultimate strength 7779.6 psi
Sample 3 Ultimate Strength Actual 932 lbs
Sample 3 percent elongation 20.93 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.245 in
Sample 4 Area 0.1188 in^2
Sample 4 Ultimate strength 7791.2 psi
Sample 4 Ultimate Strength Actual 925.6 lbs
Sample 4 percent elongation 22.51 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.25 in
Sample 5 Area 0.121 in^2
Sample 5 Ultimate strength 7757 psi
Sample 5 Ultimate Strength Actual 938.6 lbs
Sample 5 percent elongation 22.01 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.239 in
Sample 6 Area 0.1154 in^2
Sample 6 Ultimate strength 7816.3 psi
Sample 6 Ultimate Strength Actual 902 lbs
Sample 6 percent elongation 21.52 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 7794 psi
Percent Elongation Average 21 %

Test 4 of 6

DIME Test ID: 2022-08-04-35-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/26/2022
Date Tested: 08/24/2022
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 45.8

Test 5 of 6

DIME Test ID: 2022-08-04-35-5
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: 08/26/2022
Date Tested: 08/16/2022
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 1515 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 1 757.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1475.6 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 2 737.8 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1635.5 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 3 817.75 psi

Test 6 of 6

DIME Test ID: 2022-08-04-35-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/26/2022
Date Tested: 08/08/2022
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 100.066 grams
Weight at 5 minutes 99.902 grams
Weight at 10 minutes 99.843 grams
Weight at 15 minutes 99.783 grams
Weight at 20 minutes 99.724 grams
Weight at 25 minutes 99.664 grams
Weight at 30 minutes 99.6 grams
Final weight 99.6 grams
Total weight loss 0.47 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 25.051 grams/m^2