Summary for Test 2024-07-15-61-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000235
DEA: 030N3804
EFIS: 0324000097
DIST-CO-RTE-PM03-NEV-80-131
Award Date10/18/2023
Closeout DateNot set
Work DescriptionRutting Damage Restpration
Location DescriptionHwy 80
QA Service Level1 (Verified on 05/08/2024)

Sample Information

Sample Taken Date07/15/2024 Sample Unique Key61
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 testing07/16/2024
Sample typeQuality Control A brief description of the sample1 gallon can / 9800 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 sampler7076245467
Laboratory sample identification000095KBP Linked DIME Sample ID000095KBP
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)AZ4G01011
Batch numberAZ4G01011 Mix numberAZ4G01011

Test Details

DIME Sample ID: 2024-07-15-61
DIME Test ID: 2024-07-15-61-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-09

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/18/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 1044.15 lbs
Sample 1 percent elongation: 13.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 1032.1 lbs
Sample 2 percent elongation: 11.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.259 in
Sample 3 Area: 0.1259 in^2
Sample 3 Ultimate Strength Actual: 1059.57 lbs
Sample 3 percent elongation: 19.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1222 in^2
Sample 4 Ultimate Strength Actual: 1029.29 lbs
Sample 4 percent elongation: 17.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.262 in
Sample 5 Area: 0.1276 in^2
Sample 5 Ultimate Strength Actual: 1074.39 lbs
Sample 5 percent elongation: 21.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1254 in^2
Sample 6 Ultimate Strength Actual: 1052.62 lbs
Sample 6 percent elongation: 14.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8407 psi
Sample 2 Ultimate strength : 8446 psi
Sample 3 Ultimate strength: 8416 psi
Sample 4 Ultimate strength: 8423 psi
Sample 5 Ultimate strength: 8420 psi
Sample 6 Ultimate strength : 8394.1 psi
Ultimate Strength Average: 8418 psi
Percent Elongation Average: 16 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 8/9/2024