Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000731 DEA: 042Q4404 EFIS: 0419000013
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-121-6.5,8.4
Work Description: REMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC.
Location Description: SONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE
Contractor Name: GORDON N. BALL, INC.
Contractor Address: Unknown
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
DIME Sample ID: 2025-10-15-31
TL Number from the TL Form: Sacramento Caltrans lab
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: 10/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2025
The quantity of what the sample constitutes: 35 Totes
A brief description of the sample: 1 gallon can / PPC 1121 Resin
From where was the sample collected: Source
Laboratory sample identification: 000192KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-10-15-31-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/04/2025
Date Tested: 12/04/2025
Submitted By Organization: WSP USA - San Diego
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2025-10-15-31-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/04/2025
Date Tested: 12/04/2025
Submitted By Organization: WSP USA - San Diego
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2025-10-15-31-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/04/2025
Date Tested: 12/04/2025
Submitted By Organization: WSP USA - San Diego
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46
|
DIME Test ID: 2025-10-15-31-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/04/2025
Date Tested: 12/03/2025
Submitted By Organization: WSP USA - San Diego
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test:
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
|
0.508 in
|
|
Sample 1 Ultimate strength
|
3116.4 psi
|
|
Sample 1 Thickness
|
0.23 in
|
|
Sample 1 Area
|
0.1168 in^2
|
|
Sample 1 Ultimate Strength Actual
|
364 lbs
|
|
Sample 1 percent elongation
|
56 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.51 in
|
|
Sample 2 Thickness
|
0.237 in
|
|
Sample 2 Area
|
0.1209 in^2
|
|
Sample 2 Ultimate strength
|
3308.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
400 lbs
|
|
Sample 2 percent elongation
|
61 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.51 in
|
|
Sample 3 Thickness
|
0.256 in
|
|
Sample 3 Area
|
0.1306 in^2
|
|
Sample 3 Ultimate strength
|
3154.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
412 lbs
|
|
Sample 3 percent elongation
|
57 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.51 in
|
|
Sample 4 Thickness
|
0.262 in
|
|
Sample 4 Area
|
0.1336 in^2
|
|
Sample 4 Ultimate strength
|
3098.8 psi
|
|
Sample 4 Ultimate Strength Actual
|
414 lbs
|
|
Sample 4 percent elongation
|
53 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.509 in
|
|
Sample 5 Thickness
|
0.235 in
|
|
Sample 5 Area
|
0.1196 in^2
|
|
Sample 5 Ultimate strength
|
3026.8 psi
|
|
Sample 5 Ultimate Strength Actual
|
362 lbs
|
|
Sample 5 percent elongation
|
50 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3141 psi
|
|
Percent Elongation Average
|
55 %
|
DIME Test ID: 2025-10-15-31-5
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: 12/04/2025
Date Tested: 12/04/2025
Submitted By Organization: WSP USA - San Diego
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
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
|
1140 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
|
570 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1106 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
|
553 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1202 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
|
601 psi
|
DIME Test ID: 2025-10-15-31-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/04/2025
Date Tested: 12/04/2025
Submitted By Organization: WSP USA - San Diego
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.8 mm
|
|
Room Temperature
|
74 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.03 grams
|
|
Weight at 5 minutes
|
99.9 grams
|
|
Weight at 10 minutes
|
99.79 grams
|
|
Weight at 15 minutes
|
99.67 grams
|
|
Weight at 20 minutes
|
99.57 grams
|
|
Weight at 25 minutes
|
99.47 grams
|
|
Weight at 30 minutes
|
99.37 grams
|
|
Final weight
|
99.37 grams
|
|
Total weight loss
|
0.66 grams
|
|
Calculated radius of gallon can lid in cm
|
7.69 cm
|
|
Lid Factor
|
53.827 m^2
|
|
Volatile emission
|
35.526 grams/m^2
|
