Summary for Test 2023-05-17-3-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date05/17/2023 Sample Unique Key3
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 testing05/17/2023
Sample typeQuality Assurance A brief description of the samplepolyester
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSource
First name of sampler or witnessed byspencer Last name of sampler or witnessed byadams
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameConcrete lab Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)123456789
Batch number123456789 Mix number123456789

Test Details

DIME Sample ID: 2023-05-17-3
DIME Test ID: 2023-05-17-3-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-05-17

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/17/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1291 in^2
Sample 1 Ultimate Strength Actual: 397 lbs
Sample 1 percent elongation: 58.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1269 in^2
Sample 2 Ultimate Strength Actual: 397.1 lbs
Sample 2 percent elongation: 527.1 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.222 in
Sample 3 Thickness: 0.111 in
Sample 3 Area: 0.0246 in^2
Sample 3 Ultimate Strength Actual: 333 lbs
Sample 3 percent elongation: 33 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 111 in
Sample 4 Thickness: 222 in
Sample 4 Area: 24642 in^2
Sample 4 Ultimate Strength Actual: 222 lbs
Sample 4 percent elongation: 22 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 222 in
Sample 5 Thickness: 0.111 in
Sample 5 Area: 24.642 in^2
Sample 5 Ultimate Strength Actual: 333 lbs
Sample 5 percent elongation: 22 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.333 in
Sample 6 Thickness: 0.333 in
Sample 6 Area: 0.1109 in^2
Sample 6 Ultimate Strength Actual: 222 lbs
Sample 6 percent elongation: 55 %
Sample 6 Time: 1 MM:SS
Sample 1 Ultimate strength: 3075.1 psi
Sample 2 Ultimate strength : 3129.2 psi
Sample 3 Ultimate strength: 13536.6 psi
Sample 4 Ultimate strength: 0 psi
Sample 5 Ultimate strength: 13.5 psi
Sample 6 Ultimate strength : 2001.8 psi
Ultimate Strength Average: 3626 psi
Percent Elongation Average: 120 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/17/2023