Summary for Test 2020-07-21-6-3

Test performed: ASTM D638-Dec14
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Information

Project IdentifiersProject ID: 214687
DEA: 031G4904
EFIS: 0318000241
DIST-CO-RTE-PM03-ED,PLA,SAC,YOL-49,50,80-Var
Award Date04/02/2020
Closeout Date03/16/2021
Work DescriptionREPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionEL DORADO, PLACER, SACRAMENTO, AND YOLO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date07/21/2020 Sample Unique Key6
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 testing07/21/2020
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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)1265454
Batch number1265454 Mix number1265454

Test Details

DIME Sample ID: 2020-07-21-6
DIME Test ID: 2020-07-21-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 3235.7 lbs
Sample 1 percent elongation: 59.93 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1208 in^2
Sample 2 Ultimate Strength Actual: 3163.5 lbs
Sample 2 percent elongation: 59.13 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 3296.7 lbs
Sample 3 percent elongation: 62.54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1256 in^2
Sample 4 Ultimate Strength Actual: 3229.8 lbs
Sample 4 percent elongation: 61.18 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1251 in^2
Sample 5 Ultimate Strength Actual: 3308.8 lbs
Sample 5 percent elongation: 62.33 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 3237.9 lbs
Sample 6 percent elongation: 60.97 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 26221.2 psi
Sample 2 Ultimate strength : 26187.9 psi
Sample 3 Ultimate strength: 27133.3 psi
Sample 4 Ultimate strength: 25715 psi
Sample 5 Ultimate strength: 26449.2 psi
Sample 6 Ultimate strength : 26281.7 psi
Ultimate Strength Average:26331 psi
Percent Elongation Average:61 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.