Summary for Test 2023-09-15-59-3

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 Date09/15/2023 Sample Unique Key59
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 testing09/18/2023
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes8 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 identification000012KBP Linked DIME Sample ID000012KBP
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)1490259
Batch number1490259 Mix number1490259

Test Details

DIME Sample ID: 2023-09-15-59
DIME Test ID: 2023-09-15-59-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-09

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/20/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1191 in^2
Sample 1 Ultimate Strength Actual: 381 lbs
Sample 1 percent elongation: 67 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.239 in
Sample 2 Area: 0.1166 in^2
Sample 2 Ultimate Strength Actual: 362 lbs
Sample 2 percent elongation: 64.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.242 in
Sample 3 Area: 0.1179 in^2
Sample 3 Ultimate Strength Actual: 348 lbs
Sample 3 percent elongation: 58.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.253 in
Sample 4 Area: 0.1235 in^2
Sample 4 Ultimate Strength Actual: 365 lbs
Sample 4 percent elongation: 59.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1227 in^2
Sample 5 Ultimate Strength Actual: 362 lbs
Sample 5 percent elongation: 58.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1249 in^2
Sample 6 Ultimate Strength Actual: 426 lbs
Sample 6 percent elongation: 74.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3199 psi
Sample 2 Ultimate strength : 3104.6 psi
Sample 3 Ultimate strength: 2951.7 psi
Sample 4 Ultimate strength: 2955.5 psi
Sample 5 Ultimate strength: 2950.3 psi
Sample 6 Ultimate strength : 3410.7 psi
Ultimate Strength Average: 3095 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/9/2023