Test 2021-01-07-9-2 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214908
DEA: 112N0424
EFIS: 1118000193
DIST-CO-RTE-PM11-SD-76-R4.2/R6.4
Work DescriptionPLACE MICROSURFACING, COLD PLANE AND REPLACE AC WITH HOT MIX ASPHALT.
Location DescriptionSAN DIEGO COUNTY IN OCEANSIDE FROM RANCHO DEL ORO DRIVE TO 0.2 MILE EAST OF COLLEGE BOULEVARD
Sample Information
Sample Taken Date1/7/2021 Sample Unique Key9
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 testing1/15/2021
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)1304788
Batch number1304788 Mix number1304788
Test Details
DIME Sample ID: 2021-01-07-9
DIME Test ID: 2021-01-07-9-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-01-28
Test Results

Number of specimens tested: 5
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 01/28/2021
Conditioning procedure: 40/25/50
Speed of testing: 0.2 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.127 in
Sample 1 Area: 0.0616 in^2
Sample 1 Ultimate Strength Actual: 185.4 lbs
Sample 1 percent elongation: 31.9 %
Sample 1 Time: 6 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.13 in
Sample 2 Area: 0.0632 in^2
Sample 2 Ultimate Strength Actual: 196.7 lbs
Sample 2 percent elongation: 40.5 %
Sample 2 Time: 6 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.133 in
Sample 3 Area: 0.0642 in^2
Sample 3 Ultimate Strength Actual: 190.1 lbs
Sample 3 percent elongation: 29.2 %
Sample 3 Time: 5 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.128 in
Sample 4 Area: 0.062 in^2
Sample 4 Ultimate Strength Actual: 183.7 lbs
Sample 4 percent elongation: 28.6 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.127 in
Sample 5 Area: 0.0613 in^2
Sample 5 Ultimate Strength Actual: 181.6 lbs
Sample 5 percent elongation: 29.3 %
Sample 5 Time: 4 MM:SS
Sample 1 Ultimate strength: 3009.7 psi
Sample 2 Ultimate strength : 3112.3 psi
Sample 3 Ultimate strength: 2961.1 psi
Sample 4 Ultimate strength: 2962.9 psi
Sample 5 Ultimate strength: 2962.5 psi
Ultimate Strength Average:3002 psi
Percent Elongation Average:32 %
General comments (publicly viewable) (Max 1000 characters): Specimen 3,4 and 5 broke at flaws.

Test was verified on 01/28/2021