Summary for Test 2024-05-20-134-3

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 Date05/20/2024 Sample Unique Key134
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 testing05/30/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
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 identification000068KBP Linked DIME Sample ID000068KBP
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)AZ4E00736
Batch numberAZ4E00736 Mix numberAZ4E00736

Test Details

DIME Sample ID: 2024-05-20-134
DIME Test ID: 2024-05-20-134-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/31/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.269 in
Sample 1 Area: 0.131 in^2
Sample 1 Ultimate Strength Actual: 411.078 lbs
Sample 1 percent elongation: 73.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.267 in
Sample 2 Area: 0.13 in^2
Sample 2 Ultimate Strength Actual: 403.65 lbs
Sample 2 percent elongation: 71.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.271 in
Sample 3 Area: 0.1317 in^2
Sample 3 Ultimate Strength Actual: 404.45 lbs
Sample 3 percent elongation: 71.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1293 in^2
Sample 4 Ultimate Strength Actual: 424.62 lbs
Sample 4 percent elongation: 76.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.275 in
Sample 5 Area: 0.1337 in^2
Sample 5 Ultimate Strength Actual: 397.75 lbs
Sample 5 percent elongation: 69 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1268 in^2
Sample 6 Ultimate Strength Actual: 387.88 lbs
Sample 6 percent elongation: 70.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3138 psi
Sample 2 Ultimate strength : 3105 psi
Sample 3 Ultimate strength: 3071 psi
Sample 4 Ultimate strength: 3284 psi
Sample 5 Ultimate strength: 2974.9 psi
Sample 6 Ultimate strength : 3059 psi
Ultimate Strength Average: 3105 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/18/2024