Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994309 DEA: 033H5404 EFIS: 0318000012
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-46.0/47.0
Work Description: RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description: BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci
DIME Sample ID: 2025-02-05-14
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: 02/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2025
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: 000149KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-02-05-14-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 04/29/2025
Date Tested: 04/21/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
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pounds/gallons
|
|
Liquid Density (pounds per gallon)
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8.9
|
DIME Test ID: 2025-02-05-14-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 04/29/2025
Date Tested: 04/21/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46
|
DIME Test ID: 2025-02-05-14-4
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 04/29/2025
Date Tested: 04/23/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
154.14 mm
|
|
Room Temperature
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75 f
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|
Tare weight
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no data
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|
Initial weight
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99.98 grams
|
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Weight at 5 minutes
|
99.79 grams
|
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Weight at 10 minutes
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99.63 grams
|
|
Weight at 15 minutes
|
99.48 grams
|
|
Weight at 20 minutes
|
99.33 grams
|
|
Weight at 25 minutes
|
99.17 grams
|
|
Weight at 30 minutes
|
99.03 grams
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Final weight
|
99.03 grams
|
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Total weight loss
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0.95 grams
|
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Calculated radius of gallon can lid in cm
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7.707 cm
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Lid Factor
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53.59 m^2
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Volatile emission
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50.911 grams/m^2
|
DIME Test ID: 2025-02-05-14-5
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 04/29/2025
Date Tested: 04/23/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2025-02-05-14-6
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 04/29/2025
Date Tested: 04/29/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
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6
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Conditioning procedure
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18/25/50+5/70
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Speed of testing
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0.45 in/min
|
|
Sample 1 Width
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0.515 in
|
|
Sample 1 Ultimate strength
|
2872.7 psi
|
|
Sample 1 Thickness
|
0.25 in
|
|
Sample 1 Area
|
0.1288 in^2
|
|
Sample 1 Ultimate Strength Actual
|
370 lbs
|
|
Sample 1 percent elongation
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66 %
|
|
Sample 1 Time
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no data0 MM:SS
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|
Sample 2 Width
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0.506 in
|
|
Sample 2 Thickness
|
0.25 in
|
|
Sample 2 Area
|
0.1265 in^2
|
|
Sample 2 Ultimate strength
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2924.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
370 lbs
|
|
Sample 2 percent elongation
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67 %
|
|
Sample 2 Time
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no data0 MM:SS
|
|
Sample 3 Width
|
0.506 in
|
|
Sample 3 Thickness
|
0.244 in
|
|
Sample 3 Area
|
0.1235 in^2
|
|
Sample 3 Ultimate strength
|
2931.2 psi
|
|
Sample 3 Ultimate Strength Actual
|
362 lbs
|
|
Sample 3 percent elongation
|
65 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.515 in
|
|
Sample 4 Thickness
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0.243 in
|
|
Sample 4 Area
|
0.1251 in^2
|
|
Sample 4 Ultimate strength
|
2821.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
353 lbs
|
|
Sample 4 percent elongation
|
62 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.507 in
|
|
Sample 5 Thickness
|
0.249 in
|
|
Sample 5 Area
|
0.1262 in^2
|
|
Sample 5 Ultimate strength
|
2662.4 psi
|
|
Sample 5 Ultimate Strength Actual
|
336 lbs
|
|
Sample 5 percent elongation
|
57 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.511 in
|
|
Sample 6 Thickness
|
0.247 in
|
|
Sample 6 Area
|
0.1262 in^2
|
|
Sample 6 Ultimate strength
|
2765.5 psi
|
|
Sample 6 Ultimate Strength Actual
|
349 lbs
|
|
Sample 6 percent elongation
|
57 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2830 psi
|
|
Percent Elongation Average
|
62 %
|