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Sample Record for 2025-01-16-48

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Project Information

Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R134.0/R156.5
Work Description: PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location Description: RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 19062 San Jose Avenue, LA Puente, CA 91748
Resident Engineer: Ryan Espoy (cc on Reports) Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2025-01-16-48
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: 01/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2025
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: 000147KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5A00034T
Batch number: AZ5A00034T
Mix number: AZ5A00034T

Test Results

Test 1 of 6

DIME Test ID: 2025-01-16-48-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/01/2025
Date Tested: 04/28/2025
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:
Viscosity 91

Test 2 of 6

DIME Test ID: 2025-01-16-48-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/01/2025
Date Tested: 04/28/2025
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 6

DIME Test ID: 2025-01-16-48-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/01/2025
Date Tested: 04/22/2025
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 0.511 in
Sample 1 Ultimate strength 3054.1 psi
Sample 1 Thickness 0.257 in
Sample 1 Area 0.1313 in^2
Sample 1 Ultimate Strength Actual 401 lbs
Sample 1 percent elongation 63 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.507 in
Sample 2 Thickness 0.248 in
Sample 2 Area 0.1257 in^2
Sample 2 Ultimate strength 2728.7 psi
Sample 2 Ultimate Strength Actual 343 lbs
Sample 2 percent elongation 51 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.506 in
Sample 3 Thickness 0.248 in
Sample 3 Area 0.1255 in^2
Sample 3 Ultimate strength 2749 psi
Sample 3 Ultimate Strength Actual 345 lbs
Sample 3 percent elongation 55 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.512 in
Sample 4 Thickness 0.243 in
Sample 4 Area 0.1244 in^2
Sample 4 Ultimate strength 2845.7 psi
Sample 4 Ultimate Strength Actual 354 lbs
Sample 4 percent elongation 58 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.505 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.1268 in^2
Sample 5 Ultimate strength 2965.3 psi
Sample 5 Ultimate Strength Actual 376 lbs
Sample 5 percent elongation 62 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.513 in
Sample 6 Thickness 0.253 in
Sample 6 Area 0.1298 in^2
Sample 6 Ultimate strength 2819.7 psi
Sample 6 Ultimate Strength Actual 366 lbs
Sample 6 percent elongation 58 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2860 psi
Percent Elongation Average 58 %

Test 4 of 6

DIME Test ID: 2025-01-16-48-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/01/2025
Date Tested: 04/28/2025
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

Test 5 of 6

DIME Test ID: 2025-01-16-48-5
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: 05/01/2025
Date Tested: 05/01/2025
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.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1528 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 1 764 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1662 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 2 831 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1760 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 3 880 psi

Test 6 of 6

DIME Test ID: 2025-01-16-48-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/01/2025
Date Tested: 04/22/2025
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: does not comply
Additional Comments When Verified:
Diameter of lid 154.09 mm
Room Temperature 75 f
Tare weight no data
Initial weight 100.29 grams
Weight at 5 minutes 100.08 grams
Weight at 10 minutes 99.89 grams
Weight at 15 minutes 99.71 grams
Weight at 20 minutes 99.52 grams
Weight at 25 minutes 99.35 grams
Weight at 30 minutes 99.2 grams
Final weight 99.2 grams
Total weight loss 1.09 grams
Calculated radius of gallon can lid in cm 7.705 cm
Lid Factor 53.617 m^2
Volatile emission 58.443 grams/m^2