Test 2020-06-01-4-3 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214117
DEA: 031G5804
EFIS: 0319000043
DIST-CO-RTE-PM03-PLA,NEV-80-68.5/69.8,0.0/13.3
Work DescriptionFURNISH & PLACE POLYESTER CONCRETE INLAY
Location DescriptionPLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM TROY UNDERCROSSING TO 0.1 MILE EAST OF DONNER PASS OVERCROSSING
Sample Information
Sample Taken Date6/1/2020 Sample Unique Key4
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 testing6/1/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes18 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)1250508
Batch number1250508 Mix number1250508
Test Details
DIME Sample ID: 2020-06-01-4
DIME Test ID: 2020-06-01-4-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-06-15
Test Results

Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 06/15/2020
Conditioning procedure: 18/25/50+5/70
Number of specimens tested: 6
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.286 in
Sample 1 Area: 0.1379 in^2
Sample 1 Ultimate Strength Actual: 983.9 lbs
Sample 1 percent elongation: 5.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.24 in
Sample 2 Area: 0.1157 in^2
Sample 2 Ultimate Strength Actual: 827.3 lbs
Sample 2 percent elongation: 23.8 %
Sample 2 Time: 1 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1284 in^2
Sample 3 Ultimate Strength Actual: 944.6 lbs
Sample 3 percent elongation: 16.5 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1236 in^2
Sample 4 Ultimate Strength Actual: 907.4 lbs
Sample 4 percent elongation: 15.9 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 0.481 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1275 in^2
Sample 5 Ultimate Strength Actual: 942 lbs
Sample 5 percent elongation: 22.2 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.272 in
Sample 6 Area: 0.1308 in^2
Sample 6 Ultimate Strength Actual: 956.3 lbs
Sample 6 percent elongation: 9.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7135 psi
Sample 2 Ultimate strength : 7150 psi
Sample 3 Ultimate strength: 7357 psi
Sample 4 Ultimate strength: 7341 psi
Sample 5 Ultimate strength: 7388 psi
Sample 6 Ultimate strength : 7311 psi
Ultimate Strength Average:7309 psi
Percent Elongation Average:18 %
General comments (publicly viewable) (Max 250 characters): Sample 1 not used in average calculation. Thickness tolerance out of spec.

Test was verified on 06/15/2020