Test 2019-05-28-4-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date5/28/2019 Sample Unique Key4
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 testing5/28/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameKwik bond and Reichhold 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)1185836
Batch number1185836 Mix number1185836
Test Details
DIME Sample ID: 2019-05-28-4
DIME Test ID: 2019-05-28-4-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-06-20
Test Results

Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 06/20/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.23 in
Sample 1 Area: 0.1131 in^2
Sample 1 Ultimate Strength Actual: 314 lbs
Sample 1 percent elongation: 48.9 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.23 in
Sample 2 Area: 0.1129 in^2
Sample 2 Ultimate Strength Actual: 333 lbs
Sample 2 percent elongation: 44.9 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1249 in^2
Sample 3 Ultimate Strength Actual: 365.4 lbs
Sample 3 percent elongation: 57.4 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1205 in^2
Sample 4 Ultimate Strength Actual: 353.2 lbs
Sample 4 percent elongation: 39.7 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1261 in^2
Sample 5 Ultimate Strength Actual: 355 lbs
Sample 5 percent elongation: 47.8 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1234 in^2
Sample 6 Ultimate Strength Actual: 322.8 lbs
Sample 6 percent elongation: 53.6 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2774 psi
Sample 2 Ultimate strength : 2950 psi
Sample 3 Ultimate strength: 2923 psi
Sample 4 Ultimate strength: 2931 psi
Sample 5 Ultimate strength: 2817 psi
Sample 6 Ultimate strength : 2610 psi
Ultimate Strength Average:2834 psi
Percent Elongation Average:48.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/20/2019