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Sample Record for 2023-08-04-42

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Project Information

Project ID: 994538 DEA: 010L1704 EFIS: 0121000078 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-20,101-VAR
Work Description: POLYESTER CONCRETE OVERLAY, HMA, STRUCTURAL CONCRETE, BRIDGE (RSC).
Location Description: MENDOCINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Daniel Kraft Structure Rep.: Behdad Saebi

Sample Information

DIME Sample ID: 2023-08-04-42
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: 08/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2023
The quantity of what the sample constitutes: 6 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943820
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1483848
Batch number: 1483848
Mix number: 1483848
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-04-42-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/13/2023
Date Tested: 08/17/2023
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 92

Test 2 of 6

DIME Test ID: 2023-08-04-42-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/13/2023
Date Tested: 08/17/2023
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) 9

Test 3 of 6

DIME Test ID: 2023-08-04-42-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/13/2023
Date Tested: 08/11/2023
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 Vendor's 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 0.487 in
Sample 1 Ultimate strength 3096 psi
Sample 1 Thickness 0.248 in
Sample 1 Area 0.1208 in^2
Sample 1 Ultimate Strength Actual 374 lbs
Sample 1 percent elongation 59.6 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.1225 in^2
Sample 2 Ultimate strength 3118.4 psi
Sample 2 Ultimate Strength Actual 382 lbs
Sample 2 percent elongation 60.7 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.254 in
Sample 3 Area 0.124 in^2
Sample 3 Ultimate strength 3016.1 psi
Sample 3 Ultimate Strength Actual 374 lbs
Sample 3 percent elongation 57.9 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.259 in
Sample 4 Area 0.1261 in^2
Sample 4 Ultimate strength 3053.1 psi
Sample 4 Ultimate Strength Actual 385 lbs
Sample 4 percent elongation 59.4 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.24 in
Sample 5 Area 0.1171 in^2
Sample 5 Ultimate strength 3125.5 psi
Sample 5 Ultimate Strength Actual 366 lbs
Sample 5 percent elongation 60.8 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.25 in
Sample 6 Area 0.122 in^2
Sample 6 Ultimate strength 3065.6 psi
Sample 6 Ultimate Strength Actual 374 lbs
Sample 6 percent elongation 59.1 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3079 psi
Percent Elongation Average 60 %

Test 4 of 6

DIME Test ID: 2023-08-04-42-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/13/2023
Date Tested: 08/17/2023
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 46.95

Test 5 of 6

DIME Test ID: 2023-08-04-42-5
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: 10/13/2023
Date Tested: 08/09/2023
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 Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1769.6 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 1 884.8 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1876 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 2 938 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1960 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 3 980 psi

Test 6 of 6

DIME Test ID: 2023-08-04-42-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/13/2023
Date Tested: 08/08/2023
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 Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100.072 grams
Weight at 5 minutes 99.991 grams
Weight at 10 minutes 99.926 grams
Weight at 15 minutes 99.861 grams
Weight at 20 minutes 99.789 grams
Weight at 25 minutes 99.722 grams
Weight at 30 minutes 99.655 grams
Final weight 99.66 grams
Total weight loss 0.41 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 22.148 grams/m^2