Test 2020-08-04-26-2 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214352
DEA: 07332704
EFIS: 0716000290
DIST-CO-RTE-PM07-LA-5-18.3
Work DescriptionAPPLY HIGH FRICTION SURFACE TREATMENT, LANDSCAPE, & IRRIGATION WORK.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5
Sample Information
Sample Taken Date8/4/2020 Sample Unique Key26
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 testing8/4/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes34 Totes 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)1269608
Batch number1269608 Mix number1269608
Test Details
DIME Sample ID: 2020-08-04-26
DIME Test ID: 2020-08-04-26-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-04
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phil Montes
Date of test: 10/30/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.497 in
Sample 1 Thickness: 0.1267 in
Sample 1 Area: 0.063 in^2
Sample 1 Ultimate Strength Actual: 222.5 lbs
Sample 1 percent elongation: 43.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.497 in
Sample 2 Thickness: 0.1199 in
Sample 2 Area: 0.0596 in^2
Sample 2 Ultimate Strength Actual: 200.5 lbs
Sample 2 percent elongation: 21 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.498 in
Sample 3 Thickness: 0.1339 in
Sample 3 Area: 0.0667 in^2
Sample 3 Ultimate Strength Actual: 101.7 lbs
Sample 3 percent elongation: 1.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.497 in
Sample 4 Thickness: 0.131 in
Sample 4 Area: 0.0651 in^2
Sample 4 Ultimate Strength Actual: 225.8 lbs
Sample 4 percent elongation: 39.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.5 in
Sample 5 Thickness: 0.1292 in
Sample 5 Area: 0.0646 in^2
Sample 5 Ultimate Strength Actual: 235.4 lbs
Sample 5 percent elongation: 17.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.502 in
Sample 6 Thickness: 0.1408 in
Sample 6 Area: 0.0707 in^2
Sample 6 Ultimate Strength Actual: 215.2 lbs
Sample 6 percent elongation: 17.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3531.7 psi
Sample 2 Ultimate strength : 3364.1 psi
Sample 3 Ultimate strength: 1524.7 psi
Sample 4 Ultimate strength: 3468.5 psi
Sample 5 Ultimate strength: 3644 psi
Sample 6 Ultimate strength : 3043.8 psi
Ultimate Strength Average:3096 psi
Percent Elongation Average:23 %
General comments (publicly viewable) (Max 1000 characters): Specimens 2, 3 & 5 not used due to flaws. Averages below based on Specimens 1 & 4. Average Strength: 3500.5 psi / Average Elongation: 41.5%

Test was verified on 12/04/2020