Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995256 DEA: 040Q0204 EFIS: 0418000036
QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-101-
Work Description: Bridge Preservation
Location Description:
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Biana Giang Structure Rep.: Shady Besada
DIME Sample ID: 2026-04-03-28
TL Number from the TL Form: 206KBP
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: 04/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2026
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: 26-010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-04-03-28-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 04/17/2026
Date Tested: 04/08/2026
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: 2026-04-03-28-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 04/17/2026
Date Tested: 04/08/2026
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: 2026-04-03-28-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 04/17/2026
Date Tested: 04/08/2026
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
|
46.29
|
DIME Test ID: 2026-04-03-28-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 04/17/2026
Date Tested: 04/08/2026
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
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.484 in
|
|
Sample 1 Ultimate strength
|
3040.4 psi
|
|
Sample 1 Thickness
|
0.261 in
|
|
Sample 1 Area
|
0.1263 in^2
|
|
Sample 1 Ultimate Strength Actual
|
384 lbs
|
|
Sample 1 percent elongation
|
57.3 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.483 in
|
|
Sample 2 Thickness
|
0.255 in
|
|
Sample 2 Area
|
0.1232 in^2
|
|
Sample 2 Ultimate strength
|
3035.7 psi
|
|
Sample 2 Ultimate Strength Actual
|
374 lbs
|
|
Sample 2 percent elongation
|
63.8 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.269 in
|
|
Sample 3 Area
|
0.1302 in^2
|
|
Sample 3 Ultimate strength
|
3287.3 psi
|
|
Sample 3 Ultimate Strength Actual
|
428 lbs
|
|
Sample 3 percent elongation
|
74 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.484 in
|
|
Sample 4 Thickness
|
0.262 in
|
|
Sample 4 Area
|
0.1268 in^2
|
|
Sample 4 Ultimate strength
|
3020.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
383 lbs
|
|
Sample 4 percent elongation
|
64.9 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.484 in
|
|
Sample 5 Thickness
|
0.258 in
|
|
Sample 5 Area
|
0.1249 in^2
|
|
Sample 5 Ultimate strength
|
3266.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
408 lbs
|
|
Sample 5 percent elongation
|
71.8 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.484 in
|
|
Sample 6 Thickness
|
0.256 in
|
|
Sample 6 Area
|
0.1239 in^2
|
|
Sample 6 Ultimate strength
|
3180 psi
|
|
Sample 6 Ultimate Strength Actual
|
394 lbs
|
|
Sample 6 percent elongation
|
69.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3138 psi
|
|
Percent Elongation Average
|
67 %
|
DIME Test ID: 2026-04-03-28-5
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: 04/17/2026
Date Tested: 04/09/2026
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
|
1316 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
|
658 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1104 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
|
552 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1160 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
|
580 psi
|
DIME Test ID: 2026-04-03-28-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 04/17/2026
Date Tested: 04/08/2026
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
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.009 grams
|
|
Weight at 5 minutes
|
99.968 grams
|
|
Weight at 10 minutes
|
99.904 grams
|
|
Weight at 15 minutes
|
99.852 grams
|
|
Weight at 20 minutes
|
99.816 grams
|
|
Weight at 25 minutes
|
99.773 grams
|
|
Weight at 30 minutes
|
99.696 grams
|
|
Final weight
|
99.7 grams
|
|
Total weight loss
|
0.31 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
16.611 grams/m^2
|
