Test 2020-09-16-8-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214843
DEA: 060X6704
EFIS: 0618000229
DIST-CO-RTE-PM06-TUL-63,65,99,190,198-Var
Work DescriptionREPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE.
Location DescriptionTULARE COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date9/16/2020 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 testing9/16/2020
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)1277262
Batch number1277262 Mix number1277262
Test Details
DIME Sample ID: 2020-09-16-8
DIME Test ID: 2020-09-16-8-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results

Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1271 in^2
Sample 1 Ultimate Strength Actual: 430 lbs
Sample 1 percent elongation: 66.84 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1266 in^2
Sample 2 Ultimate Strength Actual: 404 lbs
Sample 2 percent elongation: 62.09 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1264 in^2
Sample 3 Ultimate Strength Actual: 411 lbs
Sample 3 percent elongation: 63.24 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1266 in^2
Sample 4 Ultimate Strength Actual: 413 lbs
Sample 4 percent elongation: 63.82 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1227 in^2
Sample 5 Ultimate Strength Actual: 430 lbs
Sample 5 percent elongation: 68.98 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 385 lbs
Sample 6 percent elongation: 59.18 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3384 psi
Sample 2 Ultimate strength : 3191 psi
Sample 3 Ultimate strength: 3256 psi
Sample 4 Ultimate strength: 3263 psi
Sample 5 Ultimate strength: 3501 psi
Sample 6 Ultimate strength : 3132 psi
Ultimate Strength Average:3288 psi
Percent Elongation Average:64.03 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020