Summary for Test 2025-02-05-14-6

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994309
DEA: 033H5404
EFIS: 0318000012
DIST-CO-RTE-PM03-BUT-70-46.0/47.0
Award Date02/10/2023
Closeout DateNot set
Work DescriptionRAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location DescriptionBUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date02/05/2025 Sample Unique Key14
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 testing02/06/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes80 drums 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 identification000149KBP Linked DIME Sample ID000149KBP
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)AZ5A00119D
Batch numberAZ5A00119D Mix numberAZ5A00119D

Test Details

DIME Sample ID: 2025-02-05-14
DIME Test ID: 2025-02-05-14-6
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-04-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 04/29/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.515 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1288 in^2
Sample 1 Ultimate Strength Actual: 370 lbs
Sample 1 percent elongation: 66 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.506 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1265 in^2
Sample 2 Ultimate Strength Actual: 370 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 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 Actual: 362 lbs
Sample 3 percent elongation: 65 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.515 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1251 in^2
Sample 4 Ultimate Strength Actual: 353 lbs
Sample 4 percent elongation: 62 %
Sample 4 Time: 0 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 Actual: 336 lbs
Sample 5 percent elongation: 57 %
Sample 5 Time: 0 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 Actual: 349 lbs
Sample 6 percent elongation: 57 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2872.7 psi
Sample 2 Ultimate strength : 2924.9 psi
Sample 3 Ultimate strength: 2931.2 psi
Sample 4 Ultimate strength: 2821.7 psi
Sample 5 Ultimate strength: 2662.4 psi
Sample 6 Ultimate strength : 2765.5 psi
Ultimate Strength Average: 2830 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/29/2025