Summary for Test 2020-09-25-19-3

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 DateNot set
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 Date09/25/2020 Sample Unique Key19
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 testing09/25/2020
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 sampler17073309227
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)1271784
Batch number1271784 Mix number1271784

Test Details

DIME Sample ID: 2020-09-25-19
DIME Test ID: 2020-09-25-19-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-11-04

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 11/04/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1198 in^2
Sample 1 Ultimate Strength Actual: 800.5 lbs
Sample 1 percent elongation: 18.6 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.1183 in^2
Sample 2 Ultimate Strength Actual: 792.5 lbs
Sample 2 percent elongation: 21.1 %
Sample 2 Time: 1 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 802.3 lbs
Sample 3 percent elongation: 15.9 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1207 in^2
Sample 4 Ultimate Strength Actual: 817.9 lbs
Sample 4 percent elongation: 19.6 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 0.479 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1212 in^2
Sample 5 Ultimate Strength Actual: 787.1 lbs
Sample 5 percent elongation: 12.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.479 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1221 in^2
Sample 6 Ultimate Strength Actual: 811 lbs
Sample 6 percent elongation: 21.5 %
Sample 6 Time: 1 MM:SS
Sample 1 Ultimate strength: 6682 psi
Sample 2 Ultimate strength : 6699.1 psi
Sample 3 Ultimate strength: 6658.1 psi
Sample 4 Ultimate strength: 6776.3 psi
Sample 5 Ultimate strength: 6494.2 psi
Sample 6 Ultimate strength : 6642.1 psi
Ultimate Strength Average:6659 psi
Percent Elongation Average:18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/4/2020