Test 2019-05-28-5-4 (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 Key5
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 constitutes1 tanker 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)1186358
Batch number1186358 Mix number1186358
Test Details
DIME Sample ID: 2019-05-28-5
DIME Test ID: 2019-05-28-5-4
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: 0.24 in
Sample 1 Area: 0.118 in^2
Sample 1 Ultimate Strength Actual: 343.8 lbs
Sample 1 percent elongation: 55.7 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1195 in^2
Sample 2 Ultimate Strength Actual: 369.3 lbs
Sample 2 percent elongation: 64.2 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.123 in^2
Sample 3 Ultimate Strength Actual: 372.2 lbs
Sample 3 percent elongation: 60.8 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.232 in
Sample 4 Area: 0.1141 in^2
Sample 4 Ultimate Strength Actual: 374.7 lbs
Sample 4 percent elongation: 66.5 %
Sample 4 Time: 5 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 391 lbs
Sample 5 percent elongation: 64.8 %
Sample 5 Time: 5 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 390.9 lbs
Sample 6 percent elongation: 64.3 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2911 psi
Sample 2 Ultimate strength : 3088 psi
Sample 3 Ultimate strength: 3026 psi
Sample 4 Ultimate strength: 3284 psi
Sample 5 Ultimate strength: 3245 psi
Sample 6 Ultimate strength : 3178 psi
Ultimate Strength Average:3120 psi
Percent Elongation Average:62.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/20/2019