Summary for Test 2024-03-26-50-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994907
DEA: 120T1204
EFIS: 1222000004
DIST-CO-RTE-PM12-ORA,-57-12.3
Award Date08/05/2023
Closeout DateNot set
Work DescriptionDECK SPALL REPAIR AND POLYESTER CONCRETE OVERLAY.
Location DescriptionORANGE COUNTY IN ANAHEIM AT STADIUM OVERHEAD
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date03/26/2024 Sample Unique Key50
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 testing03/27/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121
The quantity of what the sample constitutes10 Tankers From where was the sample collectedSource
First name of sampler or witnessed byGILBERTO Last name of sampler or witnessed byGONZALEZ
Title of samplerQuality Control Manager Telephone number of sampler17076245467
Laboratory sample identification000050KBP Linked DIME Sample ID000050KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia 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)AZ4C00366
Batch numberAZ4C00366 Mix numberAZ4C00366

Test Details

DIME Sample ID: 2024-03-26-50
DIME Test ID: 2024-03-26-50-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/03/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1258 in^2
Sample 1 Ultimate Strength Actual: 364 lbs
Sample 1 percent elongation: 60.99 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1208 in^2
Sample 2 Ultimate Strength Actual: 360 lbs
Sample 2 percent elongation: 61.63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.129 in^2
Sample 3 Ultimate Strength Actual: 389.967 lbs
Sample 3 percent elongation: 64.91 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1251 in^2
Sample 4 Ultimate Strength Actual: 372.67 lbs
Sample 4 percent elongation: 62 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.268 in
Sample 5 Area: 0.1294 in^2
Sample 5 Ultimate Strength Actual: 378 lbs
Sample 5 percent elongation: 61.44 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2893.5 psi
Sample 2 Ultimate strength : 2980.1 psi
Sample 3 Ultimate strength: 3023 psi
Sample 4 Ultimate strength: 2979 psi
Sample 5 Ultimate strength: 2921.2 psi
Ultimate Strength Average: 2959 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024