Summary for Test 2024-05-30-49-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995156
DEA: 070W3504
EFIS: 0722000005
DIST-CO-RTE-PM07-LA-91-R11.7
Award Date02/06/2024
Closeout Date09/24/2024
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AT ROUTE 91/710 SEPARATION
QA Service Level1 (Verified on 09/25/2023)

Sample Information

Sample Taken Date05/30/2024 Sample Unique Key49
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 testing05/31/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes36 Totes 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 identification000069KBP Linked DIME Sample ID000069KBP
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 Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4E00760
Batch numberAZ4E00760 Mix numberAZ4E00760

Test Details

DIME Sample ID: 2024-05-30-49
DIME Test ID: 2024-05-30-49-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/05/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1264 in^2
Sample 1 Ultimate Strength Actual: 363.274 lbs
Sample 1 percent elongation: 58.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.263 in
Sample 2 Area: 0.1278 in^2
Sample 2 Ultimate Strength Actual: 380.588 lbs
Sample 2 percent elongation: 49.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1273 in^2
Sample 3 Ultimate Strength Actual: 381.773 lbs
Sample 3 percent elongation: 63.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 371.824 lbs
Sample 4 percent elongation: 60.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.266 in
Sample 5 Area: 0.129 in^2
Sample 5 Ultimate Strength Actual: 384.033 lbs
Sample 5 percent elongation: 57.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 389.749 lbs
Sample 6 percent elongation: 67.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2874 psi
Sample 2 Ultimate strength : 2978 psi
Sample 3 Ultimate strength: 2999 psi
Sample 4 Ultimate strength: 3001 psi
Sample 5 Ultimate strength: 2977 psi
Sample 6 Ultimate strength : 3128 psi
Ultimate Strength Average: 2993 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/23/2024