Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000900 DEA: 061G1804 EFIS: 0623000159
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS FROM GRAPEVINE CREEK BRIDGE TO KERN RIVER FLOOD CANAL BRIDGE
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 West 23rd Street, Tempe, AZ 85282
Resident Engineer: James Burford Structure Rep.: Vicente Sanchez
DIME Sample ID: 2025-05-01-61
TL Number from the TL Form: 25-013
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: 05/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2025
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: 000159KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-05-01-61-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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: 2025-05-01-61-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2025-05-01-61-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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
|
45
|
DIME Test ID: 2025-05-01-61-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/18/2025
Date Tested: 06/12/2025
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: Average based on 5 samples.
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
|
0.512 in
|
|
Sample 1 Ultimate strength
|
2792.3 psi
|
|
Sample 1 Thickness
|
0.254 in
|
|
Sample 1 Area
|
0.13 in^2
|
|
Sample 1 Ultimate Strength Actual
|
363 lbs
|
|
Sample 1 percent elongation
|
62 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.513 in
|
|
Sample 2 Thickness
|
0.256 in
|
|
Sample 2 Area
|
0.1313 in^2
|
|
Sample 2 Ultimate strength
|
2688.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
353 lbs
|
|
Sample 2 percent elongation
|
70 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.513 in
|
|
Sample 3 Thickness
|
0.256 in
|
|
Sample 3 Area
|
0.1313 in^2
|
|
Sample 3 Ultimate strength
|
2741.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
360 lbs
|
|
Sample 3 percent elongation
|
59 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.512 in
|
|
Sample 4 Thickness
|
0.225 in
|
|
Sample 4 Area
|
0.1152 in^2
|
|
Sample 4 Ultimate strength
|
2526 psi
|
|
Sample 4 Ultimate Strength Actual
|
291 lbs
|
|
Sample 4 percent elongation
|
52 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.513 in
|
|
Sample 5 Thickness
|
0.249 in
|
|
Sample 5 Area
|
0.1277 in^2
|
|
Sample 5 Ultimate strength
|
2670.3 psi
|
|
Sample 5 Ultimate Strength Actual
|
341 lbs
|
|
Sample 5 percent elongation
|
74 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2684 psi
|
|
Percent Elongation Average
|
63 %
|
DIME Test ID: 2025-05-01-61-5
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: 06/18/2025
Date Tested: 05/15/2025
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: 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
|
1364 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
|
682 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1514 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
|
757 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1354 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
|
677 psi
|
DIME Test ID: 2025-05-01-61-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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
|
153.65 mm
|
|
Room Temperature
|
74 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.17 grams
|
|
Weight at 5 minutes
|
100 grams
|
|
Weight at 10 minutes
|
99.83 grams
|
|
Weight at 15 minutes
|
99.66 grams
|
|
Weight at 20 minutes
|
99.5 grams
|
|
Weight at 25 minutes
|
99.35 grams
|
|
Weight at 30 minutes
|
99.2 grams
|
|
Final weight
|
99.2 grams
|
|
Total weight loss
|
0.97 grams
|
|
Calculated radius of gallon can lid in cm
|
7.683 cm
|
|
Lid Factor
|
53.925 m^2
|
|
Volatile emission
|
52.307 grams/m^2
|
