Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee
DIME Sample ID: 2026-02-10-20
TL Number from the TL Form: 199KBP
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: 02/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2026
The quantity of what the sample constitutes: 80 drums
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-004
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-02-10-20-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 02/26/2026
Date Tested: 02/13/2026
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2026-02-10-20-3
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 02/26/2026
Date Tested: 02/13/2026
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 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: 2026-02-10-20-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 02/26/2026
Date Tested: 02/13/2026
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.19
|
DIME Test ID: 2026-02-10-20-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 02/26/2026
Date Tested: 02/19/2026
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 based on supplier's results.
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
|
0.484 in
|
|
Sample 1 Ultimate strength
|
3016.5 psi
|
|
Sample 1 Thickness
|
0.263 in
|
|
Sample 1 Area
|
0.1273 in^2
|
|
Sample 1 Ultimate Strength Actual
|
384 lbs
|
|
Sample 1 percent elongation
|
68.1 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.484 in
|
|
Sample 2 Thickness
|
0.266 in
|
|
Sample 2 Area
|
0.1287 in^2
|
|
Sample 2 Ultimate strength
|
3263.4 psi
|
|
Sample 2 Ultimate Strength Actual
|
420 lbs
|
|
Sample 2 percent elongation
|
75.8 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.271 in
|
|
Sample 3 Area
|
0.1312 in^2
|
|
Sample 3 Ultimate strength
|
3399.4 psi
|
|
Sample 3 Ultimate Strength Actual
|
446 lbs
|
|
Sample 3 percent elongation
|
78.9 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.484 in
|
|
Sample 4 Thickness
|
0.269 in
|
|
Sample 4 Area
|
0.1302 in^2
|
|
Sample 4 Ultimate strength
|
3195.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
416 lbs
|
|
Sample 4 percent elongation
|
73.7 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.482 in
|
|
Sample 5 Thickness
|
0.277 in
|
|
Sample 5 Area
|
0.1335 in^2
|
|
Sample 5 Ultimate strength
|
3191 psi
|
|
Sample 5 Ultimate Strength Actual
|
426 lbs
|
|
Sample 5 percent elongation
|
73.1 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3213 psi
|
|
Percent Elongation Average
|
74 %
|
DIME Test ID: 2026-02-10-20-6
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: 02/26/2026
Date Tested: 02/13/2026
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 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
|
1580 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
|
790 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1682 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
|
841 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1340 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
|
670 psi
|
DIME Test ID: 2026-02-10-20-7
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 02/26/2026
Date Tested: 02/12/2026
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.228 grams
|
|
Weight at 5 minutes
|
100.171 grams
|
|
Weight at 10 minutes
|
100.122 grams
|
|
Weight at 15 minutes
|
100.082 grams
|
|
Weight at 20 minutes
|
100.044 grams
|
|
Weight at 25 minutes
|
99.983 grams
|
|
Weight at 30 minutes
|
99.924 grams
|
|
Final weight
|
99.92 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
|
16.557 grams/m^2
|
