Test 2021-06-30-7-3 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date6/30/2021 Sample Unique Key7
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 testing6/30/2021
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 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)1344640
Batch number1344640 Mix number1344640
Test Details
DIME Sample ID: 2021-06-30-7
DIME Test ID: 2021-06-30-7-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-07-09
Test Results

Number of specimens tested: 5
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 07/09/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 394.997 lbs
Sample 1 percent elongation: 63.29 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1247 in^2
Sample 2 Ultimate Strength Actual: 432.846 lbs
Sample 2 percent elongation: 69.23 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 421.281 lbs
Sample 3 percent elongation: 66.17 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1254 in^2
Sample 4 Ultimate Strength Actual: 374.821 lbs
Sample 4 percent elongation: 57.36 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate Strength Actual: 395.62 lbs
Sample 5 percent elongation: 61.58 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3243 psi
Sample 2 Ultimate strength : 3471.1 psi
Sample 3 Ultimate strength: 3386.5 psi
Sample 4 Ultimate strength: 2989 psi
Sample 5 Ultimate strength: 3206 psi
Ultimate Strength Average:3259 psi
Percent Elongation Average:64 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Suppliers Results

Test was verified on 07/09/2021