Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001617 DEA: 07360604 EFIS: 0719000275
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101,210-Var
Work Description: REMOVE AND PLACE APPROACH SLABS, AND PLACE POLYESTER CONCRETE.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Nzhde Matevosyan Structure Rep.: Gon Choi
DIME Sample ID: 2026-03-19-52
TL Number from the TL Form: 203KBP
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: 03/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2026
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-008
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-03-19-52-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 04/09/2026
Date Tested: 03/30/2026
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2026-03-19-52-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 04/09/2026
Date Tested: 03/30/2026
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2026-03-19-52-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 04/09/2026
Date Tested: 03/27/2026
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 supplier'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
|
0.483 in
|
|
Sample 1 Ultimate strength
|
3370.1 psi
|
|
Sample 1 Thickness
|
0.263 in
|
|
Sample 1 Area
|
0.127 in^2
|
|
Sample 1 Ultimate Strength Actual
|
428 lbs
|
|
Sample 1 percent elongation
|
75.4 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.483 in
|
|
Sample 2 Thickness
|
0.262 in
|
|
Sample 2 Area
|
0.1265 in^2
|
|
Sample 2 Ultimate strength
|
3494.1 psi
|
|
Sample 2 Ultimate Strength Actual
|
442 lbs
|
|
Sample 2 percent elongation
|
78.2 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.483 in
|
|
Sample 3 Thickness
|
0.257 in
|
|
Sample 3 Area
|
0.1241 in^2
|
|
Sample 3 Ultimate strength
|
3561.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
442 lbs
|
|
Sample 3 percent elongation
|
79.7 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.483 in
|
|
Sample 4 Thickness
|
0.264 in
|
|
Sample 4 Area
|
0.1275 in^2
|
|
Sample 4 Ultimate strength
|
2925.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
373 lbs
|
|
Sample 4 percent elongation
|
62.6 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.483 in
|
|
Sample 5 Thickness
|
0.273 in
|
|
Sample 5 Area
|
0.1319 in^2
|
|
Sample 5 Ultimate strength
|
3404.1 psi
|
|
Sample 5 Ultimate Strength Actual
|
449 lbs
|
|
Sample 5 percent elongation
|
77 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.485 in
|
|
Sample 6 Thickness
|
0.252 in
|
|
Sample 6 Area
|
0.1222 in^2
|
|
Sample 6 Ultimate strength
|
3060.6 psi
|
|
Sample 6 Ultimate Strength Actual
|
374 lbs
|
|
Sample 6 percent elongation
|
67.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3303 psi
|
|
Percent Elongation Average
|
73 %
|
DIME Test ID: 2026-03-19-52-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 04/09/2026
Date Tested: 03/30/2026
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.07
|
DIME Test ID: 2026-03-19-52-5
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: 04/09/2026
Date Tested: 03/26/2026
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1184 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
|
592 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1360 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
|
680 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1294 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
|
647 psi
|
DIME Test ID: 2026-03-19-52-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 04/09/2026
Date Tested: 03/25/2026
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 supplier'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
|
100.064 grams
|
|
Weight at 5 minutes
|
100.012 grams
|
|
Weight at 10 minutes
|
99.967 grams
|
|
Weight at 15 minutes
|
99.924 grams
|
|
Weight at 20 minutes
|
99.873 grams
|
|
Weight at 25 minutes
|
99.825 grams
|
|
Weight at 30 minutes
|
99.774 grams
|
|
Final weight
|
99.77 grams
|
|
Total weight loss
|
0.29 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
15.805 grams/m^2
|
