Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000927 DEA: 101R7204 EFIS: 1023000209
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5,99-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, TRAFFIC STRIPE, COLD PLANE, AND HMA.
Location Description: SAN JOAQUIN COUNTY AT VARIOUS LOCATIONS
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-07-11-1
TL Number from the TL Form: 166KBP
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: 07/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2025
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-125
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-07-11-1-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/24/2025
Date Tested: 07/11/2025
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:
DIME Test ID: 2025-07-11-1-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/24/2025
Date Tested: 07/11/2025
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:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2025-07-11-1-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/24/2025
Date Tested: 07/16/2025
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:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.484 in
|
|
Sample 1 Ultimate strength
|
2953.3 psi
|
|
Sample 1 Thickness
|
0.27 in
|
|
Sample 1 Area
|
0.1307 in^2
|
|
Sample 1 Ultimate Strength Actual
|
386 lbs
|
|
Sample 1 percent elongation
|
60 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.482 in
|
|
Sample 2 Thickness
|
0.265 in
|
|
Sample 2 Area
|
0.1277 in^2
|
|
Sample 2 Ultimate strength
|
3077.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
393 lbs
|
|
Sample 2 percent elongation
|
57 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.482 in
|
|
Sample 3 Thickness
|
0.27 in
|
|
Sample 3 Area
|
0.1301 in^2
|
|
Sample 3 Ultimate strength
|
3036.1 psi
|
|
Sample 3 Ultimate Strength Actual
|
395 lbs
|
|
Sample 3 percent elongation
|
61 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.484 in
|
|
Sample 4 Thickness
|
0.265 in
|
|
Sample 4 Area
|
0.1283 in^2
|
|
Sample 4 Ultimate strength
|
3047.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
391 lbs
|
|
Sample 4 percent elongation
|
63 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.483 in
|
|
Sample 5 Thickness
|
0.264 in
|
|
Sample 5 Area
|
0.1275 in^2
|
|
Sample 5 Ultimate strength
|
3215.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
410 lbs
|
|
Sample 5 percent elongation
|
68 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.484 in
|
|
Sample 6 Thickness
|
0.272 in
|
|
Sample 6 Area
|
0.1316 in^2
|
|
Sample 6 Ultimate strength
|
3237.1 psi
|
|
Sample 6 Ultimate Strength Actual
|
426 lbs
|
|
Sample 6 percent elongation
|
70 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3095 psi
|
|
Percent Elongation Average
|
63 %
|
DIME Test ID: 2025-07-11-1-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/24/2025
Date Tested: 07/24/2025
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:
|
Mean of two volatile content determination
|
46.18
|
DIME Test ID: 2025-07-11-1-5
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: 07/24/2025
Date Tested: 07/15/2025
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:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1214 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
|
607 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1438 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
|
719 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
960 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
|
480 psi
|
DIME Test ID: 2025-07-11-1-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/24/2025
Date Tested: 07/14/2025
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:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
78 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.066 grams
|
|
Weight at 5 minutes
|
100.033 grams
|
|
Weight at 10 minutes
|
100.009 grams
|
|
Weight at 15 minutes
|
99.985 grams
|
|
Weight at 20 minutes
|
99.962 grams
|
|
Weight at 25 minutes
|
99.939 grams
|
|
Weight at 30 minutes
|
99.912 grams
|
|
Final weight
|
99.91 grams
|
|
Total weight loss
|
0.16 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
8.386 grams/m^2
|
