Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000781 DEA: 040P9304 EFIS: 0418000027
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-7.6,12.8
Work Description: BRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS.
Location Description: CONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING.
Contractor Name: BUGLER CONSTRUCTION, INC.
Contractor Address: 4847 Hopyard Road Ste 4-395, Pleasanton, CA 94588
Resident Engineer: Zhuohang Deng Structure Rep.: Rommoney Wu
DIME Sample ID: 2026-03-31-27
TL Number from the TL Form: 205KBP
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: 03/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2026
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: 26-012
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-03-31-27-1
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: 04/03/2026
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: 2026-03-31-27-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 04/17/2026
Date Tested: 04/03/2026
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: 2026-03-31-27-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 04/17/2026
Date Tested: 04/03/2026
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
|
46.2
|
DIME Test ID: 2026-03-31-27-4
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
|
0.485 in
|
|
Sample 1 Ultimate strength
|
2974.7 psi
|
|
Sample 1 Thickness
|
0.253 in
|
|
Sample 1 Area
|
0.1227 in^2
|
|
Sample 1 Ultimate Strength Actual
|
365 lbs
|
|
Sample 1 percent elongation
|
60.3 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.484 in
|
|
Sample 2 Thickness
|
0.256 in
|
|
Sample 2 Area
|
0.1239 in^2
|
|
Sample 2 Ultimate strength
|
3099.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
384 lbs
|
|
Sample 2 percent elongation
|
67.5 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.258 in
|
|
Sample 3 Area
|
0.1249 in^2
|
|
Sample 3 Ultimate strength
|
3258.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
407 lbs
|
|
Sample 3 percent elongation
|
72.8 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.484 in
|
|
Sample 4 Thickness
|
0.255 in
|
|
Sample 4 Area
|
0.1234 in^2
|
|
Sample 4 Ultimate strength
|
3209.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
396 lbs
|
|
Sample 4 percent elongation
|
70.8 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.483 in
|
|
Sample 5 Thickness
|
0.256 in
|
|
Sample 5 Area
|
0.1236 in^2
|
|
Sample 5 Ultimate strength
|
3050.2 psi
|
|
Sample 5 Ultimate Strength Actual
|
377 lbs
|
|
Sample 5 percent elongation
|
65.4 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.484 in
|
|
Sample 6 Thickness
|
0.261 in
|
|
Sample 6 Area
|
0.1263 in^2
|
|
Sample 6 Ultimate strength
|
3119.6 psi
|
|
Sample 6 Ultimate Strength Actual
|
394 lbs
|
|
Sample 6 percent elongation
|
68.2 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3119 psi
|
|
Percent Elongation Average
|
67 %
|
DIME Test ID: 2026-03-31-27-5
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: 04/07/2026
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
|
1216 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
|
608 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1144 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
|
572 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1166 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
|
583 psi
|
DIME Test ID: 2026-03-31-27-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 04/17/2026
Date Tested: 04/06/2026
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
|
100.025 grams
|
|
Weight at 5 minutes
|
99.97 grams
|
|
Weight at 10 minutes
|
99.944 grams
|
|
Weight at 15 minutes
|
99.91 grams
|
|
Weight at 20 minutes
|
99.881 grams
|
|
Weight at 25 minutes
|
99.858 grams
|
|
Weight at 30 minutes
|
99.834 grams
|
|
Final weight
|
99.83 grams
|
|
Total weight loss
|
0.2 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
10.483 grams/m^2
|
