Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001172 DEA: 033G2304 EFIS: 0323000248
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50,99-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SACRAMENTO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Luis Pompa Structure Rep.: Vian Ghazi
DIME Sample ID: 2025-09-24-39
TL Number from the TL Form: 188KBP
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: 09/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2025
The quantity of what the sample constitutes: 1 tanker
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-153
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-09-24-39-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/08/2025
Date Tested: 10/01/2025
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2025-09-24-39-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/08/2025
Date Tested: 10/01/2025
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2025-09-24-39-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/08/2025
Date Tested: 10/01/2025
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.3
|
DIME Test ID: 2025-09-24-39-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/08/2025
Date Tested: 10/01/2025
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
5
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.483 in
|
|
Sample 1 Ultimate strength
|
2960.9 psi
|
|
Sample 1 Thickness
|
0.265 in
|
|
Sample 1 Area
|
0.128 in^2
|
|
Sample 1 Ultimate Strength Actual
|
379 lbs
|
|
Sample 1 percent elongation
|
70 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.483 in
|
|
Sample 2 Thickness
|
0.267 in
|
|
Sample 2 Area
|
0.129 in^2
|
|
Sample 2 Ultimate strength
|
3108.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
401 lbs
|
|
Sample 2 percent elongation
|
74.2 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.265 in
|
|
Sample 3 Area
|
0.1283 in^2
|
|
Sample 3 Ultimate strength
|
3047.5 psi
|
|
Sample 3 Ultimate Strength Actual
|
391 lbs
|
|
Sample 3 percent elongation
|
72.9 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.482 in
|
|
Sample 4 Thickness
|
0.264 in
|
|
Sample 4 Area
|
0.1272 in^2
|
|
Sample 4 Ultimate strength
|
2971.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
378 lbs
|
|
Sample 4 percent elongation
|
69.8 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.482 in
|
|
Sample 5 Thickness
|
0.26 in
|
|
Sample 5 Area
|
0.1253 in^2
|
|
Sample 5 Ultimate strength
|
2921 psi
|
|
Sample 5 Ultimate Strength Actual
|
366 lbs
|
|
Sample 5 percent elongation
|
67.8 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3002 psi
|
|
Percent Elongation Average
|
71 %
|
DIME Test ID: 2025-09-24-39-5
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: 10/08/2025
Date Tested: 10/01/2025
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1360 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
|
680 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1262 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
|
631 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1422 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
|
711 psi
|
DIME Test ID: 2025-09-24-39-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/08/2025
Date Tested: 09/30/2025
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.063 grams
|
|
Weight at 5 minutes
|
100.029 grams
|
|
Weight at 10 minutes
|
99.987 grams
|
|
Weight at 15 minutes
|
99.957 grams
|
|
Weight at 20 minutes
|
99.927 grams
|
|
Weight at 25 minutes
|
99.898 grams
|
|
Weight at 30 minutes
|
99.869 grams
|
|
Final weight
|
99.87 grams
|
|
Total weight loss
|
0.19 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
10.375 grams/m^2
|
