Test 2020-08-21-11-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214851
DEA: 081K2204
EFIS: 0819000002
DIST-CO-RTE-PM08-SBD-10,15-Various
Work DescriptionSTRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date8/21/2020 Sample Unique Key11
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 testing8/21/2020
Sample typeQuality Control A brief description of the sample1 Gallon
The quantity of what the sample constitutes10 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)1272848
Batch number1272848 Mix number1272848
Test Details
DIME Sample ID: 2020-08-21-11
DIME Test ID: 2020-08-21-11-4
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: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.27 in
Sample 1 Area: 0.1299 in^2
Sample 1 Ultimate Strength Actual: 352.7 lbs
Sample 1 percent elongation: 40.3 %
Sample 1 Time: 2 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.268 in
Sample 2 Area: 0.1289 in^2
Sample 2 Ultimate Strength Actual: 362.4 lbs
Sample 2 percent elongation: 49 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.265 in
Sample 3 Area: 0.1275 in^2
Sample 3 Ultimate Strength Actual: 390.8 lbs
Sample 3 percent elongation: 49.1 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1241 in^2
Sample 4 Ultimate Strength Actual: 392 lbs
Sample 4 percent elongation: 42 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1253 in^2
Sample 5 Ultimate Strength Actual: 398.8 lbs
Sample 5 percent elongation: 47.5 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 396.8 lbs
Sample 6 percent elongation: 43.7 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2715.2 psi
Sample 2 Ultimate strength : 2811.5 psi
Sample 3 Ultimate strength: 3065.1 psi
Sample 4 Ultimate strength: 3158.7 psi
Sample 5 Ultimate strength: 3182.8 psi
Sample 6 Ultimate strength : 3184.6 psi
Ultimate Strength Average:3020 psi
Percent Elongation Average:45 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020