Sample Record for 2025-05-13-78
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000269 DEA: 070W6604 EFIS: 0722000360
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,110,405,605-Var
Work Description: METHACRYLATE, POLYESTER OVERLAY AND JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: VELARDE CONCRETE CONSTRUCTION, INC
Contractor Address: Unknown
Resident Engineer: Joahnna Vergara Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-05-13-78
TL Number from the TL Form: 25-015
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: 05/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2025
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000160KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
Material Information
Mfg. Lot Number(s): AZ5D00556S
Batch number: AZ5D00556S
Mix number: AZ5D00556S
Test Results
Test 1 of 7
DIME Test ID: 2025-05-13-78-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/24/2025
Date Tested: 07/17/2025
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:
Test 2 of 7
DIME Test ID: 2025-05-13-78-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/24/2025
Date Tested: 07/17/2025
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
|
Test 3 of 7
DIME Test ID: 2025-05-13-78-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/24/2025
Date Tested: 07/11/2025
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
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.235 in
|
|
Sample 1 Ultimate strength
|
2914.9 psi
|
|
Sample 1 Thickness
|
0.505 in
|
|
Sample 1 Area
|
0.1187 in^2
|
|
Sample 1 Ultimate Strength Actual
|
346 lbs
|
|
Sample 1 percent elongation
|
67 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.235 in
|
|
Sample 2 Thickness
|
0.509 in
|
|
Sample 2 Area
|
0.1196 in^2
|
|
Sample 2 Ultimate strength
|
2826.1 psi
|
|
Sample 2 Ultimate Strength Actual
|
338 lbs
|
|
Sample 2 percent elongation
|
60 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.233 in
|
|
Sample 3 Thickness
|
0.508 in
|
|
Sample 3 Area
|
0.1184 in^2
|
|
Sample 3 Ultimate strength
|
2719.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
322 lbs
|
|
Sample 3 percent elongation
|
59 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.242 in
|
|
Sample 4 Thickness
|
0.509 in
|
|
Sample 4 Area
|
0.1232 in^2
|
|
Sample 4 Ultimate strength
|
2857.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
352 lbs
|
|
Sample 4 percent elongation
|
64 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.235 in
|
|
Sample 5 Thickness
|
0.507 in
|
|
Sample 5 Area
|
0.1191 in^2
|
|
Sample 5 Ultimate strength
|
2787.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
332 lbs
|
|
Sample 5 percent elongation
|
61 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.228 in
|
|
Sample 6 Thickness
|
0.509 in
|
|
Sample 6 Area
|
0.1161 in^2
|
|
Sample 6 Ultimate strength
|
2713.2 psi
|
|
Sample 6 Ultimate Strength Actual
|
315 lbs
|
|
Sample 6 percent elongation
|
58 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2803 psi
|
|
Percent Elongation Average
|
62 %
|
Test 4 of 7
DIME Test ID: 2025-05-13-78-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/24/2025
Date Tested: 07/17/2025
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
|
46
|
Test 5 of 7
DIME Test ID: 2025-05-13-78-5
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
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email:
Organization Phone:
This test has been superseded on 07/24/2025. The corrected test ID is: 2025-05-13-78-7
Reason: corrected
Test 6 of 7
DIME Test ID: 2025-05-13-78-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/24/2025
Date Tested: 07/17/2025
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
|
154 mm
|
|
Room Temperature
|
74 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.02 grams
|
|
Weight at 5 minutes
|
99.87 grams
|
|
Weight at 10 minutes
|
99.74 grams
|
|
Weight at 15 minutes
|
99.6 grams
|
|
Weight at 20 minutes
|
99.47 grams
|
|
Weight at 25 minutes
|
99.34 grams
|
|
Weight at 30 minutes
|
99.21 grams
|
|
Final weight
|
99.21 grams
|
|
Total weight loss
|
0.81 grams
|
|
Calculated radius of gallon can lid in cm
|
7.7 cm
|
|
Lid Factor
|
53.687 m^2
|
|
Volatile emission
|
43.486 grams/m^2
|
Test 7 of 7
DIME Test ID: 2025-05-13-78-7
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: 07/24/2025
Date Tested: 07/24/2025
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 based on supplier's results.
The test was superseded from test ID: 2025-05-13-78-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1044 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
|
522 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1212 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
|
606 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1414 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
|
707 psi
|
