Sample Record for 2026-01-28-29
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000269 DEA: 070W6604 EFIS: 0722000360
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,110,405,605-Var
Work Description: METHACRYLATE, POLYESTER OVERLAY AND JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: VELARDE CONCRETE CONSTRUCTION, INC
Contractor Address: Unknown
Resident Engineer: Joahnna Vergara Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-01-28-29
TL Number from the TL Form: 197KBP
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: 01/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2026
The quantity of what the sample constitutes: 33 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-0058
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
Material Information
Mfg. Lot Number(s): AZ6A00103T
Batch Number: AZ6A00103T
Mix number: AZ6A00103T
Test Results
Test 1 of 6
DIME Test ID: 2026-01-28-29-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 02/26/2026
Date Tested: 02/02/2026
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
Test 2 of 6
DIME Test ID: 2026-01-28-29-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 02/26/2026
Date Tested: 02/02/2026
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 based on supplier's results
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Density Units
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pounds/gallons
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Liquid Density (pounds per gallon)
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9
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Test 3 of 6
DIME Test ID: 2026-01-28-29-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 02/26/2026
Date Tested: 02/04/2026
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 based on supplier's results
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Number of specimens tested
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6
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Conditioning procedure
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18/25/50+5/70
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Speed of testing
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0.45 in/min
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Sample 1 Width
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0.484 in
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Sample 1 Ultimate strength
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3304.4 psi
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Sample 1 Thickness
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0.262 in
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Sample 1 Area
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0.1268 in^2
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Sample 1 Ultimate Strength Actual
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419 lbs
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Sample 1 percent elongation
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75.6 %
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Sample 1 Time
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no data0 MM:SS
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Sample 2 Width
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0.484 in
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Sample 2 Thickness
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0.266 in
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Sample 2 Area
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0.1287 in^2
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Sample 2 Ultimate strength
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2983.7 psi
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Sample 2 Ultimate Strength Actual
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384 lbs
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Sample 2 percent elongation
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65.5 %
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Sample 2 Time
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no data0 MM:SS
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Sample 3 Width
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0.484 in
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Sample 3 Thickness
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0.257 in
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Sample 3 Area
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0.1244 in^2
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Sample 3 Ultimate strength
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3183.3 psi
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Sample 3 Ultimate Strength Actual
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396 lbs
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Sample 3 percent elongation
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71.8 %
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Sample 3 Time
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no data0 MM:SS
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Sample 4 Width
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0.484 in
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Sample 4 Thickness
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0.269 in
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Sample 4 Area
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0.1302 in^2
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Sample 4 Ultimate strength
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3333.3 psi
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Sample 4 Ultimate Strength Actual
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434 lbs
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Sample 4 percent elongation
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76.6 %
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Sample 4 Time
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no data0 MM:SS
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Sample 5 Width
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0.484 in
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Sample 5 Thickness
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0.261 in
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Sample 5 Area
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0.1263 in^2
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Sample 5 Ultimate strength
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3206.7 psi
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Sample 5 Ultimate Strength Actual
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405 lbs
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Sample 5 percent elongation
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73.3 %
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Sample 5 Time
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no data0 MM:SS
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Sample 6 Width
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0.485 in
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Sample 6 Thickness
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0.256 in
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Sample 6 Area
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0.1242 in^2
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Sample 6 Ultimate strength
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3446.1 psi
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Sample 6 Ultimate Strength Actual
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428 lbs
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Sample 6 percent elongation
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78.1 %
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Sample 6 Time
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no data0 MM:SS
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Ultimate Strength Average
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3243 psi
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Percent Elongation Average
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73 %
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Test 4 of 6
DIME Test ID: 2026-01-28-29-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 02/26/2026
Date Tested: 02/02/2026
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 based on supplier's results
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Mean of two volatile content determination
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46.09
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Test 5 of 6
DIME Test ID: 2026-01-28-29-5
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: 02/26/2026
Date Tested: 02/03/2026
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 based on supplier's results
Test Result Compliance: complies
Additional Comments When Verified:
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Curing history for Sample 1
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24hr
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Maximum applied load (P) for Sample 1
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968 lb
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Span length for Sample 1
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9 in
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Break location for Sample 1
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bond
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Specimen defects/notes for Sample 1
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no data
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Surface type for Sample 1
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SSD
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Modulus of rupture (R) for Sample 1
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484 psi
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Curing history for Sample 2
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24hr
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Maximum applied load (P) for Sample 2
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1264 lb
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Span length for Sample 2
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9 in
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Break location for Sample 2
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bond
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Specimen defects/notes for Sample 2
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no data
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Surface type for Sample 2
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SSD
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Modulus of rupture (R) for Sample 2
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632 psi
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Curing history for Sample 3
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24hr
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Maximum applied load (P) for Sample 3
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1586 lb
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Span length for Sample 3
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9 in
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Break location for Sample 3
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bond
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Specimen defects/notes for Sample 3
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no data
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Surface type for Sample 3
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SSD
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Modulus of rupture (R) for Sample 3
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793 psi
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Test 6 of 6
DIME Test ID: 2026-01-28-29-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 02/26/2026
Date Tested: 02/02/2026
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Diameter of lid
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153.9 mm
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Room Temperature
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76 f
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Tare weight
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no data
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Initial weight
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100.028 grams
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Weight at 5 minutes
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99.977 grams
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Weight at 10 minutes
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99.946 grams
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Weight at 15 minutes
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99.843 grams
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Weight at 20 minutes
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99.76 grams
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Weight at 25 minutes
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99.718 grams
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Weight at 30 minutes
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99.672 grams
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Final weight
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99.67 grams
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Total weight loss
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0.36 grams
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Calculated radius of gallon can lid in cm
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7.695 cm
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Lid Factor
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53.757 m^2
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Volatile emission
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19.245 grams/m^2
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