Summary for Test 2024-01-10-47-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date01/10/2024 Sample Unique Key47
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 testing01/12/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 tankers 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 identification000035KBP Linked DIME Sample ID000035KBP
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)AZ4A00038
Batch numberAZ4A00038 Mix numberAZ4A00038

Test Details

DIME Sample ID: 2024-01-10-47
DIME Test ID: 2024-01-10-47-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-19

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 01/16/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1246 in^2
Sample 1 Ultimate Strength Actual: 472.359 lbs
Sample 1 percent elongation: 62.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate Strength Actual: 459.88 lbs
Sample 2 percent elongation: 61.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1246 in^2
Sample 3 Ultimate Strength Actual: 467.008 lbs
Sample 3 percent elongation: 56.2 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate Strength Actual: 458.757 lbs
Sample 4 percent elongation: 66.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1215 in^2
Sample 5 Ultimate Strength Actual: 465.588 lbs
Sample 5 percent elongation: 56.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1237 in^2
Sample 6 Ultimate Strength Actual: 469.194 lbs
Sample 6 percent elongation: 66.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3791 psi
Sample 2 Ultimate strength : 3748 psi
Sample 3 Ultimate strength: 3748.1 psi
Sample 4 Ultimate strength: 3782 psi
Sample 5 Ultimate strength: 3832 psi
Sample 6 Ultimate strength : 3793 psi
Ultimate Strength Average: 3782 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 3/19/2024