Test 2020-10-16-5-2 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214260
DEA: 120Q3004
EFIS: 1216000123
DIST-CO-RTE-PM12-ORA-5-37.4
Work DescriptionMODIFY ELECTRICAL SYSTEM AND PLACE HIGH FRICTION SURFACE TREATMENT.
Location DescriptionORANGE COUNTY IN ANAHEIM AT HARBOR BOULEVARD OVERCROSSING
Sample Information
Sample Taken Date10/16/2020 Sample Unique Key5
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 testing10/16/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 Tanker & 16 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 Polynt 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)1286139
Batch number1286139 Mix number1286139
Test Details
DIME Sample ID: 2020-10-16-5
DIME Test ID: 2020-10-16-5-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-21
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor results
Date of test: 12/21/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.145 in
Sample 1 Area: 0.0713 in^2
Sample 1 Ultimate Strength Actual: 201.29 lbs
Sample 1 percent elongation: 42.28 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.143 in
Sample 2 Area: 0.0705 in^2
Sample 2 Ultimate Strength Actual: 236.65 lbs
Sample 2 percent elongation: 61.32 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.142 in
Sample 3 Area: 0.0699 in^2
Sample 3 Ultimate Strength Actual: 228.34 lbs
Sample 3 percent elongation: 56.94 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.144 in
Sample 4 Area: 0.0708 in^2
Sample 4 Ultimate Strength Actual: 249.03 lbs
Sample 4 percent elongation: 62.94 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.137 in
Sample 5 Area: 0.0677 in^2
Sample 5 Ultimate Strength Actual: 235.44 lbs
Sample 5 percent elongation: 63.79 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.494 in
Sample 6 Thickness: 0.143 in
Sample 6 Area: 0.0706 in^2
Sample 6 Ultimate Strength Actual: 236.39 lbs
Sample 6 percent elongation: 61.24 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2823.1 psi
Sample 2 Ultimate strength : 3356.7 psi
Sample 3 Ultimate strength: 3266.7 psi
Sample 4 Ultimate strength: 3517.4 psi
Sample 5 Ultimate strength: 3477.7 psi
Sample 6 Ultimate strength : 3348.3 psi
Ultimate Strength Average:3298 psi
Percent Elongation Average:58 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 12/21/2020