Test 2019-06-10-2-4 (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 Date6/10/2019 Sample Unique Key2
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 testing6/10/2019
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)1188232
Batch number1188232 Mix number1188232
Test Details
DIME Sample ID: 2019-06-10-2
DIME Test ID: 2019-06-10-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-08
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/08/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.243 in
Sample 1 Area: 0.1176 in^2
Sample 1 Ultimate Strength Actual: 384 lbs
Sample 1 percent elongation: 57.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.1191 in^2
Sample 2 Ultimate Strength Actual: 381.6 lbs
Sample 2 percent elongation: 49.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.24 in
Sample 3 Area: 0.1162 in^2
Sample 3 Ultimate Strength Actual: 345.4 lbs
Sample 3 percent elongation: 39.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1183 in^2
Sample 4 Ultimate Strength Actual: 353 lbs
Sample 4 percent elongation: 46.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.12 in^2
Sample 5 Ultimate Strength Actual: 359.2 lbs
Sample 5 percent elongation: 45 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.1191 in^2
Sample 6 Ultimate Strength Actual: 367.2 lbs
Sample 6 percent elongation: 52.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3265.3 psi
Sample 2 Ultimate strength : 3204 psi
Sample 3 Ultimate strength: 2972.5 psi
Sample 4 Ultimate strength: 2983.9 psi
Sample 5 Ultimate strength: 2993.3 psi
Sample 6 Ultimate strength : 3083.1 psi
Ultimate Strength Average:3084 psi
Percent Elongation Average:48 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/08/2019