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Sample Record for 2023-08-23-71

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Project Information

Project ID: 994595 DEA: 081M2204 EFIS: 0821000094 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15,138,173-Var
Work Description: POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS.
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Xavier Avila Structure Rep.: Ravinder S Singh

Sample Information

DIME Sample ID: 2023-08-23-71
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: 08/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2023
The quantity of what the sample constitutes: 7 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1486533
Batch number: 1486533
Mix number: 1486533
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-23-71-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/11/2023
Date Tested: 09/07/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 106

Test 2 of 6

DIME Test ID: 2023-08-23-71-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/11/2023
Date Tested: 09/07/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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: 2023-08-23-71-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/11/2023
Date Tested: 08/30/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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 0.488 in
Sample 1 Ultimate strength 3087.8 psi
Sample 1 Thickness 0.252 in
Sample 1 Area 0.123 in^2
Sample 1 Ultimate Strength Actual 379.8 lbs
Sample 1 percent elongation 57.2 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.257 in
Sample 2 Area 0.1254 in^2
Sample 2 Ultimate strength 3342.1 psi
Sample 2 Ultimate Strength Actual 419.1 lbs
Sample 2 percent elongation 66.3 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.1218 in^2
Sample 3 Ultimate strength 3168.3 psi
Sample 3 Ultimate Strength Actual 385.9 lbs
Sample 3 percent elongation 60.7 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.257 in
Sample 4 Area 0.1252 in^2
Sample 4 Ultimate strength 3143.8 psi
Sample 4 Ultimate Strength Actual 393.6 lbs
Sample 4 percent elongation 57 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.252 in
Sample 5 Area 0.123 in^2
Sample 5 Ultimate strength 3360.2 psi
Sample 5 Ultimate Strength Actual 413.3 lbs
Sample 5 percent elongation 67.7 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.25 in
Sample 6 Area 0.1218 in^2
Sample 6 Ultimate strength 3508.2 psi
Sample 6 Ultimate Strength Actual 427.3 lbs
Sample 6 percent elongation 71.6 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3268 psi
Percent Elongation Average 63 %

Test 4 of 6

DIME Test ID: 2023-08-23-71-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/11/2023
Date Tested: 09/07/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.75

Test 5 of 6

DIME Test ID: 2023-08-23-71-5
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: 10/11/2023
Date Tested: 08/30/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results. Only two samples were tested. Test run 3 faulty test.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1273.6 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 1 636.8 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1738.2 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 2 869.1 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 no data0 lb
Span length for Sample 3 9 in
Break location for Sample 3 cohesive failure
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 no data0 psi

Test 6 of 6

DIME Test ID: 2023-08-23-71-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/11/2023
Date Tested: 08/28/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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 79 f
Tare weight no data
Initial weight 100.068 grams
Weight at 5 minutes 100.004 grams
Weight at 10 minutes 99.923 grams
Weight at 15 minutes 99.854 grams
Weight at 20 minutes 99.78 grams
Weight at 25 minutes 99.705 grams
Weight at 30 minutes 99.636 grams
Final weight 99.64 grams
Total weight loss 0.43 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 23.008 grams/m^2