Summary for Test 2024-08-06-84-3

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 Date01/06/2025
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 Date08/06/2024 Sample Unique Key84
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 testing08/07/2024
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 sampler7076245467
Laboratory sample identification000106KBP Linked DIME Sample ID000106KBP
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)AZ4G01162D
Batch numberAZ4G01162D Mix numberAZ4G01162D

Test Details

DIME Sample ID: 2024-08-06-84
DIME Test ID: 2024-08-06-84-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/13/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1251 in^2
Sample 1 Ultimate Strength Actual: 398.068 lbs
Sample 1 percent elongation: 71.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 389.615 lbs
Sample 2 percent elongation: 69.9 %
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: 372.803 lbs
Sample 3 percent elongation: 64.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 352.174 lbs
Sample 4 percent elongation: 58.2 %
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: 394.29 lbs
Sample 5 percent elongation: 68.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.128 in^2
Sample 6 Ultimate Strength Actual: 411.392 lbs
Sample 6 percent elongation: 74 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3182 psi
Sample 2 Ultimate strength : 3137 psi
Sample 3 Ultimate strength: 2992 psi
Sample 4 Ultimate strength: 2847 psi
Sample 5 Ultimate strength: 3033 psi
Sample 6 Ultimate strength : 3214 psi
Ultimate Strength Average: 3068 psi
Percent Elongation Average: 68 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/23/2024