Summary for Test 2024-03-01-17-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date03/01/2024 Sample Unique Key17
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 testing03/04/2024
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 sampler17076245467
Laboratory sample identification000044KBP Linked DIME Sample ID000044KBP
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

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4B00264D
Batch numberAZ4B00264D Mix numberAZ4B00264D

Test Details

DIME Sample ID: 2024-03-01-17
DIME Test ID: 2024-03-01-17-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 03/06/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.268 in
Sample 1 Area: 0.13 in^2
Sample 1 Ultimate Strength Actual: 501.8 lbs
Sample 1 percent elongation: 40.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1232 in^2
Sample 2 Ultimate Strength Actual: 492.307 lbs
Sample 2 percent elongation: 40.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.269 in
Sample 3 Area: 0.1307 in^2
Sample 3 Ultimate Strength Actual: 510.253 lbs
Sample 3 percent elongation: 37.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.263 in
Sample 4 Area: 0.1273 in^2
Sample 4 Ultimate Strength Actual: 494.688 lbs
Sample 4 percent elongation: 35.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.268 in
Sample 5 Area: 0.13 in^2
Sample 5 Ultimate Strength Actual: 502.84 lbs
Sample 5 percent elongation: 39.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.129 in^2
Sample 6 Ultimate Strength Actual: 502.713 lbs
Sample 6 percent elongation: 41.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3860 psi
Sample 2 Ultimate strength : 3996 psi
Sample 3 Ultimate strength: 3904 psi
Sample 4 Ultimate strength: 3886 psi
Sample 5 Ultimate strength: 3868 psi
Sample 6 Ultimate strength : 3897 psi
Ultimate Strength Average: 3902 psi
Percent Elongation Average: 39 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024