Summary for Test 2025-01-16-48-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994586
DEA: 081C08U4
EFIS: 0822000142
DIST-CO-RTE-PM08-RIV-10-R134.0/R156.5
Award Date06/22/2023
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location DescriptionRIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date01/16/2025 Sample Unique Key48
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing01/17/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes35 Totes From where was the sample collectedSource
First name of sampler or witnessed byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQuality Control Manager Telephone number of sampler7076245467
Laboratory sample identification000147KBP Linked DIME Sample ID000147KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ5A00034T
Batch numberAZ5A00034T Mix numberAZ5A00034T

Test Details

DIME Sample ID: 2025-01-16-48
DIME Test ID: 2025-01-16-48-3
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-05-01

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 04/22/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.511 in
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: 0 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 Actual: 343 lbs
Sample 2 percent elongation: 51 %
Sample 2 Time: 0 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 Actual: 345 lbs
Sample 3 percent elongation: 55 %
Sample 3 Time: 0 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 Actual: 354 lbs
Sample 4 percent elongation: 58 %
Sample 4 Time: 0 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 Actual: 376 lbs
Sample 5 percent elongation: 62 %
Sample 5 Time: 0 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 Actual: 366 lbs
Sample 6 percent elongation: 58 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3054.1 psi
Sample 2 Ultimate strength : 2728.7 psi
Sample 3 Ultimate strength: 2749 psi
Sample 4 Ultimate strength: 2845.7 psi
Sample 5 Ultimate strength: 2965.3 psi
Sample 6 Ultimate strength : 2819.7 psi
Ultimate Strength Average: 2860 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/1/2025