Test 2021-09-20-3-3 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 215586
DEA: 081K6804
DIST-CO-RTE-PM08-SBD-210,330-Varies
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date9/20/2021 Sample Unique Key3
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 testing9/20/2021
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)1360263
Batch number1360263 Mix number1360263
Test Details
DIME Sample ID: 2021-09-20-3
DIME Test ID: 2021-09-20-3-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-29
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1159 in^2
Sample 1 Ultimate Strength Actual: 427.474 lbs
Sample 1 percent elongation: 65.25 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.234 in
Sample 2 Area: 0.1135 in^2
Sample 2 Ultimate Strength Actual: 420.949 lbs
Sample 2 percent elongation: 66.25 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.234 in
Sample 3 Area: 0.1135 in^2
Sample 3 Ultimate Strength Actual: 399.27 lbs
Sample 3 percent elongation: 61.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.24 in
Sample 4 Area: 0.1166 in^2
Sample 4 Ultimate Strength Actual: 385.946 lbs
Sample 4 percent elongation: 55.98 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1166 in^2
Sample 5 Ultimate Strength Actual: 395.262 lbs
Sample 5 percent elongation: 49.53 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.247 in
Sample 6 Area: 0.1198 in^2
Sample 6 Ultimate Strength Actual: 409.452 lbs
Sample 6 percent elongation: 61.61 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3688.3 psi
Sample 2 Ultimate strength : 3708.8 psi
Sample 3 Ultimate strength: 3517.8 psi
Sample 4 Ultimate strength: 3310 psi
Sample 5 Ultimate strength: 3389.9 psi
Sample 6 Ultimate strength : 3417.8 psi
Ultimate Strength Average:3505 psi
Percent Elongation Average:60 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Vendor Results.

Test was verified on 09/29/2021