Summary for Test 2021-10-01-3-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215221
DEA: 07332604
EFIS: 0716000287
DIST-CO-RTE-PM07-LA-10-R12.4/14.9
Award DateNot set
Closeout DateNot set
Work DescriptionREMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location DescriptionTHE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
QA Service Level1 (Verified on 03/19/2021)

Sample Information

Sample Taken Date10/01/2021 Sample Unique Key3
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 testing10/01/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes34 Totes 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)1359376
Batch number1359376 Mix number1359376

Test Details

DIME Sample ID: 2021-10-01-3
DIME Test ID: 2021-10-01-3-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-15

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Vendors Results
Date of test: 10/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 403.316 lbs
Sample 1 percent elongation: 62.24 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 415.001 lbs
Sample 2 percent elongation: 63.22 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1227 in^2
Sample 3 Ultimate Strength Actual: 435.511 lbs
Sample 3 percent elongation: 67.99 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate Strength Actual: 424.599 lbs
Sample 4 percent elongation: 66.01 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1261 in^2
Sample 5 Ultimate Strength Actual: 441.073 lbs
Sample 5 percent elongation: 66.28 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3311.3 psi
Sample 2 Ultimate strength : 3354.9 psi
Sample 3 Ultimate strength: 3549.4 psi
Sample 4 Ultimate strength: 3500.4 psi
Sample 5 Ultimate strength: 3497.8 psi
Ultimate Strength Average: 3443 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/15/2021