Test 2020-10-09-12-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214903
DEA: 074W5404
EFIS: 0719000003
DIST-CO-RTE-PM07-LA-14,138-VAR
Work DescriptionPOLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date10/9/2020 Sample Unique Key12
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 testing10/9/2020
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 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)1283100
Batch number1283100 Mix number1283100
Test Details
DIME Sample ID: 2020-10-09-12
DIME Test ID: 2020-10-09-12-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-21
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/21/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1224 in^2
Sample 1 Ultimate Strength Actual: 374.6 lbs
Sample 1 percent elongation: 58.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1253 in^2
Sample 2 Ultimate Strength Actual: 396.6 lbs
Sample 2 percent elongation: 47.6 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 389.1 lbs
Sample 3 percent elongation: 61 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1229 in^2
Sample 4 Ultimate Strength Actual: 394.6 lbs
Sample 4 percent elongation: 52.3 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.481 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1183 in^2
Sample 5 Ultimate Strength Actual: 370.2 lbs
Sample 5 percent elongation: 21 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.245 in
Sample 6 Area: 0.1178 in^2
Sample 6 Ultimate Strength Actual: 361 lbs
Sample 6 percent elongation: 42.3 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3060.5 psi
Sample 2 Ultimate strength : 3165.2 psi
Sample 3 Ultimate strength: 3202.5 psi
Sample 4 Ultimate strength: 3210.7 psi
Sample 5 Ultimate strength: 3129.3 psi
Sample 6 Ultimate strength : 3064.5 psi
Ultimate Strength Average:3139 psi
Percent Elongation Average:47 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2020