Summary for Test 2019-04-29-8-3

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 Date04/29/2019 Sample Unique Key8
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 testing04/29/2019
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 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 identifierNot set
Structure nameNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1181101
Batch number1181101 Mix number1181101

Test Details

DIME Sample ID: 2019-04-29-8
DIME Test ID: 2019-04-29-8-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-05-20

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: jasdev kumar
Date of test: 05/20/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.494 in
Sample 1 Thickness: 0.267 in
Sample 1 Area: 0.1319 in^2
Sample 1 Ultimate Strength Actual: 396.6 lbs
Sample 1 percent elongation: 60.7 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.494 in
Sample 2 Thickness: 0.269 in
Sample 2 Area: 0.1329 in^2
Sample 2 Ultimate Strength Actual: 370 lbs
Sample 2 percent elongation: 48.5 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 405.7 lbs
Sample 3 percent elongation: 67.1 %
Sample 3 Time: 5 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1309 in^2
Sample 4 Ultimate Strength Actual: 376.7 lbs
Sample 4 percent elongation: 56.5 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1302 in^2
Sample 5 Ultimate Strength Actual: 400.4 lbs
Sample 5 percent elongation: 60.1 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.493 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1311 in^2
Sample 6 Ultimate Strength Actual: 386.6 lbs
Sample 6 percent elongation: 62.6 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3006.8 psi
Sample 2 Ultimate strength : 2784 psi
Sample 3 Ultimate strength: 3214.7 psi
Sample 4 Ultimate strength: 2877.8 psi
Sample 5 Ultimate strength: 3075.3 psi
Sample 6 Ultimate strength : 2948.9 psi
Ultimate Strength Average: 2985 psi
Percent Elongation Average: 59 %
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Test was verified on 5/20/2019