Test 2020-05-26-10-4 (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 Date5/26/2020 Sample Unique Key10
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 testing5/26/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes10 Tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers 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)1254562
Batch number1254562 Mix number1254562
Test Details
DIME Sample ID: 2020-05-26-10
DIME Test ID: 2020-05-26-10-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-06-11
Test Results

Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 06/11/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.1293 in^2
Sample 1 Ultimate Strength Actual: 377.5 lbs
Sample 1 percent elongation: 62.03 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1276 in^2
Sample 2 Ultimate Strength Actual: 400.1 lbs
Sample 2 percent elongation: 66.47 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.265 in
Sample 3 Area: 0.1291 in^2
Sample 3 Ultimate Strength Actual: 393.1 lbs
Sample 3 percent elongation: 63.05 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.265 in
Sample 4 Thickness: 0.487 in
Sample 4 Area: 0.1291 in^2
Sample 4 Ultimate Strength Actual: 393.5 lbs
Sample 4 percent elongation: 62.88 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.27 in
Sample 5 Thickness: 0.487 in
Sample 5 Area: 0.1315 in^2
Sample 5 Ultimate Strength Actual: 385.5 lbs
Sample 5 percent elongation: 60.54 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.265 in
Sample 6 Thickness: 0.486 in
Sample 6 Area: 0.1288 in^2
Sample 6 Ultimate Strength Actual: 389.9 lbs
Sample 6 percent elongation: 62.06 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2919 psi
Sample 2 Ultimate strength : 3136 psi
Sample 3 Ultimate strength: 3045 psi
Sample 4 Ultimate strength: 3049 psi
Sample 5 Ultimate strength: 2931 psi
Sample 6 Ultimate strength : 3027 psi
Ultimate Strength Average:3018 psi
Percent Elongation Average:63 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/11/2020