Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002057 DEA: 120V2404 EFIS: 1224000109
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405-3.9/23.3
Work Description: Apply methacrylate, polyester concrete overlay, and deck spall repair.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM UNIVERSITY DRIVE OVERCROSSING TO N405-W22 CONNECTOR SEPARATION
Contractor Name: Myers & Sons Construction
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Pedro Esparza Structure Rep.: Unknown
DIME Sample ID: 2026-04-21-49
TL Number from the TL Form: 211KBP
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: 04/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2026
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-020
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-04-21-49-1
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/15/2026
Date Tested: 04/29/2026
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.8
|
DIME Test ID: 2026-04-21-49-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/15/2026
Date Tested: 04/29/2026
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
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|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.484 in
|
|
Sample 1 Ultimate strength
|
3473.3 psi
|
|
Sample 1 Thickness
|
0.251 in
|
|
Sample 1 Area
|
0.1215 in^2
|
|
Sample 1 Ultimate Strength Actual
|
422 lbs
|
|
Sample 1 percent elongation
|
68.6 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.483 in
|
|
Sample 2 Thickness
|
0.248 in
|
|
Sample 2 Area
|
0.1198 in^2
|
|
Sample 2 Ultimate strength
|
3622.7 psi
|
|
Sample 2 Ultimate Strength Actual
|
434 lbs
|
|
Sample 2 percent elongation
|
71.7 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.483 in
|
|
Sample 3 Thickness
|
0.243 in
|
|
Sample 3 Area
|
0.1174 in^2
|
|
Sample 3 Ultimate strength
|
3662.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
430 lbs
|
|
Sample 3 percent elongation
|
71.8 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.483 in
|
|
Sample 4 Thickness
|
0.257 in
|
|
Sample 4 Area
|
0.1241 in^2
|
|
Sample 4 Ultimate strength
|
3456.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
429 lbs
|
|
Sample 4 percent elongation
|
61.8 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.483 in
|
|
Sample 5 Thickness
|
0.252 in
|
|
Sample 5 Area
|
0.1217 in^2
|
|
Sample 5 Ultimate strength
|
3820.9 psi
|
|
Sample 5 Ultimate Strength Actual
|
465 lbs
|
|
Sample 5 percent elongation
|
75.9 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.483 in
|
|
Sample 6 Thickness
|
0.25 in
|
|
Sample 6 Area
|
0.1208 in^2
|
|
Sample 6 Ultimate strength
|
3741.7 psi
|
|
Sample 6 Ultimate Strength Actual
|
452 lbs
|
|
Sample 6 percent elongation
|
73.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3630 psi
|
|
Percent Elongation Average
|
71 %
|
DIME Test ID: 2026-04-21-49-3
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/15/2026
Date Tested: 04/27/2026
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
76 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.046 grams
|
|
Weight at 5 minutes
|
100.009 grams
|
|
Weight at 10 minutes
|
99.986 grams
|
|
Weight at 15 minutes
|
99.965 grams
|
|
Weight at 20 minutes
|
99.945 grams
|
|
Weight at 25 minutes
|
99.925 grams
|
|
Weight at 30 minutes
|
99.904 grams
|
|
Final weight
|
99.9 grams
|
|
Total weight loss
|
0.15 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
7.849 grams/m^2
|
DIME Test ID: 2026-04-21-49-4
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/15/2026
Date Tested: 04/29/2026
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2026-04-21-49-5
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/15/2026
Date Tested: 04/29/2026
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2026-04-21-49-6
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: 05/15/2026
Date Tested: 04/29/2026
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1036 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
|
518 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1164 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
|
582 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
994 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
|
497 psi
|
