Summary for Test 2020-10-09-11-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 214799
DEA: 031G4804
EFIS: 0318000240
DIST-CO-RTE-PM03-NEV,PLA,SIE-49,80-VAR
Award Date05/07/2020
Closeout Date09/23/2021
Work DescriptionREPLACE POLYESTER CONCRETE OVERLAY ON BRIDGES.
Location DescriptionNEVADA, PLACER, AND SIERRA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date10/09/2020 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 testing10/09/2020
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 sampler707-330-9227
Laboratory sample identification Linked DIME Sample ID
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)1284119
Batch number1284119 Mix number1284119

Test Details

DIME Sample ID: 2020-10-09-11
DIME Test ID: 2020-10-09-11-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-18

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/18/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1217 in^2
Sample 1 Ultimate Strength Actual: 842.3 lbs
Sample 1 percent elongation: 13.4 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.263 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate Strength Actual: 883.3 lbs
Sample 2 percent elongation: 19.4 %
Sample 2 Time: 1 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 840.4 lbs
Sample 3 percent elongation: 22.6 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1253 in^2
Sample 4 Ultimate Strength Actual: 870.3 lbs
Sample 4 percent elongation: 18.9 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1268 in^2
Sample 5 Ultimate Strength Actual: 892.6 lbs
Sample 5 percent elongation: 14.6 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 6921.1 psi
Sample 2 Ultimate strength : 6966.1 psi
Sample 3 Ultimate strength: 7015 psi
Sample 4 Ultimate strength: 6945.7 psi
Sample 5 Ultimate strength: 7039.4 psi
Ultimate Strength Average: 6977 psi
Percent Elongation Average: 18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/18/2020