Test 2021-07-13-8-5 (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 Date7/13/2021 Sample Unique Key8
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 testing7/13/2021
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)1346855
Batch number1346855 Mix number1346855
Test Details
DIME Sample ID: 2021-07-13-8
DIME Test ID: 2021-07-13-8-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-07-22
Test Results

Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/16/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1257 in^2
Sample 1 Ultimate Strength Actual: 440 lbs
Sample 1 percent elongation: 60 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1235 in^2
Sample 2 Ultimate Strength Actual: 445 lbs
Sample 2 percent elongation: 65 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1247 in^2
Sample 3 Ultimate Strength Actual: 443 lbs
Sample 3 percent elongation: 59 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 434 lbs
Sample 4 percent elongation: 57 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.123 in^2
Sample 5 Ultimate Strength Actual: 435 lbs
Sample 5 percent elongation: 65 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3500.4 psi
Sample 2 Ultimate strength : 3603.2 psi
Sample 3 Ultimate strength: 3552.5 psi
Sample 4 Ultimate strength: 3508.5 psi
Sample 5 Ultimate strength: 3536.6 psi
Ultimate Strength Average:3540 psi
Percent Elongation Average:61 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 07/22/2021