Summary for Test 2023-10-23-38-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995100
DEA: 030L2604
EFIS: 0324000072
DIST-CO-RTE-PM03-NEV-80-0/16.5
Award Date08/11/2023
Closeout Date04/09/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date10/23/2023 Sample Unique Key38
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 testing10/19/2023
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 sampler17076245467
Laboratory sample identification000029KBP Linked DIME Sample ID000029KBP
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)AZ3J00052
Batch numberAZ3J00052 Mix numberAZ3J00052

Test Details

DIME Sample ID: 2023-10-23-38
DIME Test ID: 2023-10-23-38-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-21

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/25/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1252 in^2
Sample 1 Ultimate Strength Actual: 1006.23 lbs
Sample 1 percent elongation: 29.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 1003.8 lbs
Sample 2 percent elongation: 18.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.124 in^2
Sample 3 Ultimate Strength Actual: 1011.59 lbs
Sample 3 percent elongation: 19.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 1001.74 lbs
Sample 4 percent elongation: 15.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1215 in^2
Sample 5 Ultimate Strength Actual: 996.179 lbs
Sample 5 percent elongation: 16.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1223 in^2
Sample 6 Ultimate Strength Actual: 1001.76 lbs
Sample 6 percent elongation: 20.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8037 psi
Sample 2 Ultimate strength : 8161 psi
Sample 3 Ultimate strength: 8158 psi
Sample 4 Ultimate strength: 8211 psi
Sample 5 Ultimate strength: 8199 psi
Sample 6 Ultimate strength : 8191 psi
Ultimate Strength Average: 8160 psi
Percent Elongation Average: 20 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 3/21/2024