Test 2020-07-21-6-7 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214687
DEA: 031G4904
EFIS: 0318000241
DIST-CO-RTE-PM03-ED,PLA,SAC,YOL-49,50,80-Var
Work DescriptionREPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionEL DORADO, PLACER, SACRAMENTO, AND YOLO COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date7/21/2020 Sample Unique Key6
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 testing7/21/2020
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 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)1265454
Batch number1265454 Mix number1265454
Test Details
DIME Sample ID: 2020-07-21-6
DIME Test ID: 2020-07-21-6-7
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 399.3 lbs
Sample 1 percent elongation: 59.93 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1208 in^2
Sample 2 Ultimate Strength Actual: 382 lbs
Sample 2 percent elongation: 59.13 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 400.5 lbs
Sample 3 percent elongation: 62.54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1256 in^2
Sample 4 Ultimate Strength Actual: 405.6 lbs
Sample 4 percent elongation: 61.18 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1251 in^2
Sample 5 Ultimate Strength Actual: 413.3 lbs
Sample 5 percent elongation: 62.33 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 398.8 lbs
Sample 6 percent elongation: 60.97 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3235.8 psi
Sample 2 Ultimate strength : 3162.3 psi
Sample 3 Ultimate strength: 3296.3 psi
Sample 4 Ultimate strength: 3229.3 psi
Sample 5 Ultimate strength: 3303.8 psi
Sample 6 Ultimate strength : 3237 psi
Ultimate Strength Average:3244 psi
Percent Elongation Average:61 %
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Test was verified on 10/19/2020