Summary for Test 2021-11-03-22-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215518
DEA: 074W7704
EFIS: 0719000274
DIST-CO-RTE-PM07-LA-60-R0.6/R29.4
Award DateNot set
Closeout DateNot set
Work DescriptionMETHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date11/03/2021 Sample Unique Key22
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 testing11/03/2021
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 Telephone number of sampler7073309227
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)1368360
Batch number1368360 Mix number1368360

Test Details

DIME Sample ID: 2021-11-03-22
DIME Test ID: 2021-11-03-22-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-11-19

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Paul Henderson
Date of test: 11/09/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 459.3 lbs
Sample 1 percent elongation: 56.43 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 450.72 lbs
Sample 2 percent elongation: 59.54 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 451.29 lbs
Sample 3 percent elongation: 59.99 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1259 in^2
Sample 4 Ultimate Strength Actual: 458.63 lbs
Sample 4 percent elongation: 58.82 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1262 in^2
Sample 5 Ultimate Strength Actual: 470.78 lbs
Sample 5 percent elongation: 63.91 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3698.1 psi
Sample 2 Ultimate strength : 3600 psi
Sample 3 Ultimate strength: 3576 psi
Sample 4 Ultimate strength: 3642.8 psi
Sample 5 Ultimate strength: 3730.4 psi
Ultimate Strength Average:3649 psi
Percent Elongation Average:60 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 11/19/2021