Summary for Test 2019-05-28-4-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Award Date09/02/2011
Closeout DateNot set
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)
QA Service Level1 (Verified on 06/03/2013)

Sample Information

Sample Taken Date05/28/2019 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 testing05/28/2019
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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 6/20/2019