Test 2019-06-13-2-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 212185
DEA: 024G5204
EFIS: 0214000022
DIST-CO-RTE-PM02-SHA-5-R28.0 - R29.2
Work DescriptionPIT RIVER BRIDGE DECK & CATWALK REHABILITATION
Location DescriptionSHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD
Sample Information
Sample Taken Date6/13/2019 Sample Unique Key2
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 testing6/13/2019
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)1188461
Batch number1188461 Mix number1188461
Test Details
DIME Sample ID: 2019-06-13-2
DIME Test ID: 2019-06-13-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-01
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1176 in^2
Sample 1 Ultimate Strength Actual: 307 lbs
Sample 1 percent elongation: 40.4 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 333 lbs
Sample 2 percent elongation: 49.4 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1235 in^2
Sample 3 Ultimate Strength Actual: 0 lbs
Sample 3 percent elongation: 0 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate Strength Actual: 346.1 lbs
Sample 4 percent elongation: 52.5 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 335.3 lbs
Sample 5 percent elongation: 53.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.124 in^2
Sample 6 Ultimate Strength Actual: 336 lbs
Sample 6 percent elongation: 53.6 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2610.5 psi
Sample 2 Ultimate strength : 2740.7 psi
Sample 3 Ultimate strength: 0 psi
Sample 4 Ultimate strength: 2791.1 psi
Sample 5 Ultimate strength: 2782.6 psi
Sample 6 Ultimate strength : 2709.7 psi
Ultimate Strength Average:2272 psi
Percent Elongation Average:42 %
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Test was verified on 07/01/2019