Test 2020-07-30-16-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214946
DEA: 060X1504
EFIS: 0618000233
DIST-CO-RTE-PM06-FRE-99-0.9/30.5
Work DescriptionPOLYESTER CONCRETE OVERLAY.
Location DescriptionFRESNO COUNTY FROM CONEJO AVENUE UNDERCROSSING TO GRANTLAND AVENUE UNDERCROSSING
Sample Information
Sample Taken Date7/30/2020 Sample Unique Key16
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 testing7/30/2020
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)1267926
Batch number1267926 Mix number1267926
Test Details
DIME Sample ID: 2020-07-30-16
DIME Test ID: 2020-07-30-16-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.254 in
Sample 1 Thickness: 0.481 in
Sample 1 Area: 0.1222 in^2
Sample 1 Ultimate Strength Actual: 396.1 lbs
Sample 1 percent elongation: 44 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.27 in
Sample 2 Thickness: 0.481 in
Sample 2 Area: 0.1299 in^2
Sample 2 Ultimate Strength Actual: 410 lbs
Sample 2 percent elongation: 52.2 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.245 in
Sample 3 Thickness: 0.481 in
Sample 3 Area: 0.1178 in^2
Sample 3 Ultimate Strength Actual: 396 lbs
Sample 3 percent elongation: 62.4 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.248 in
Sample 4 Thickness: 0.481 in
Sample 4 Area: 0.1193 in^2
Sample 4 Ultimate Strength Actual: 394.6 lbs
Sample 4 percent elongation: 61.4 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.25 in
Sample 5 Thickness: 0.481 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 360.5 lbs
Sample 5 percent elongation: 47.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.239 in
Sample 6 Thickness: 0.481 in
Sample 6 Area: 0.115 in^2
Sample 6 Ultimate Strength Actual: 358.9 lbs
Sample 6 percent elongation: 55 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3241.4 psi
Sample 2 Ultimate strength : 3156.3 psi
Sample 3 Ultimate strength: 3361.6 psi
Sample 4 Ultimate strength: 3307.6 psi
Sample 5 Ultimate strength: 2996.7 psi
Sample 6 Ultimate strength : 3120.9 psi
Ultimate Strength Average:3197 psi
Percent Elongation Average:54 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020