Summary for Test 2020-02-18-2-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 213829
DEA: 074W4604
EFIS: 0718000291
DIST-CO-RTE-PM07-LA-14,405,710-Various
Award Date02/20/2019
Closeout Date08/28/2020
Work DescriptionREPLACE STR APPROACH SLABS AND PLACE DECK POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/30/2019)

Sample Information

Sample Taken Date02/18/2020 Sample Unique Key2
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 testing02/18/2020
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes36 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 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)1233722
Batch number1233722 Mix number1233722

Test Details

DIME Sample ID: 2020-02-18-2
DIME Test ID: 2020-02-18-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-03-09

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/09/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1266 in^2
Sample 1 Ultimate Strength Actual: 343 lbs
Sample 1 percent elongation: 64.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.27 in
Sample 2 Area: 0.1318 in^2
Sample 2 Ultimate Strength Actual: 326 lbs
Sample 2 percent elongation: 55.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.272 in
Sample 3 Area: 0.1327 in^2
Sample 3 Ultimate Strength Actual: 351 lbs
Sample 3 percent elongation: 59.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.262 in
Sample 4 Area: 0.1281 in^2
Sample 4 Ultimate Strength Actual: 334 lbs
Sample 4 percent elongation: 61.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.268 in
Sample 5 Area: 0.1308 in^2
Sample 5 Ultimate Strength Actual: 351 lbs
Sample 5 percent elongation: 63.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1279 in^2
Sample 6 Ultimate Strength Actual: 355 lbs
Sample 6 percent elongation: 63.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2709.3 psi
Sample 2 Ultimate strength : 2473.4 psi
Sample 3 Ultimate strength: 2645.1 psi
Sample 4 Ultimate strength: 2607.3 psi
Sample 5 Ultimate strength: 2683.5 psi
Sample 6 Ultimate strength : 2775.6 psi
Ultimate Strength Average: 2649 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2020