Test 2021-04-27-18-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 215429
DEA: 120S2304
EFIS: 1219000108
DIST-CO-RTE-PM12-ORA-73-10.3/19.5
Work DescriptionMETHACRYLATE DECK SEAL TREATMENT AND POLYESTER CONCRETE OVERLAY
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM S73-S5 CONNECTOR VIADUCT IN LAGUNA NIGUEL TO SAND CANYON AVENUE UNDERCROSSING IN IRVINE
Sample Information
Sample Taken Date4/27/2021 Sample Unique Key18
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 testing4/27/2021
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)1330213
Batch number1330213 Mix number1330213
Test Details
DIME Sample ID: 2021-04-27-18
DIME Test ID: 2021-04-27-18-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-05-28
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/28/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1223 in^2
Sample 1 Ultimate Strength Actual: 397.5 lbs
Sample 1 percent elongation: 63.1 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.122 in^2
Sample 2 Ultimate Strength Actual: 391 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 373.5 lbs
Sample 3 percent elongation: 51.5 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate Strength Actual: 370 lbs
Sample 4 percent elongation: 45.7 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 376.5 lbs
Sample 5 percent elongation: 57.6 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.121 in^2
Sample 6 Ultimate Strength Actual: 382.6 lbs
Sample 6 percent elongation: 43.7 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3250.2 psi
Sample 2 Ultimate strength : 3204.9 psi
Sample 3 Ultimate strength: 2959.6 psi
Sample 4 Ultimate strength: 3050.3 psi
Sample 5 Ultimate strength: 3129.7 psi
Sample 6 Ultimate strength : 3162 psi
Ultimate Strength Average:3126 psi
Percent Elongation Average:53 %
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Test was verified on 05/28/2021