Summary for Test 2024-08-02-44-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000204
DEA: 032G8004
EFIS: 0322000164
DIST-CO-RTE-PM03-NEV,PLA-80-Var
Award Date05/30/2024
Closeout Date05/27/2025
Work DescriptionREMOVE, FURNISH, & PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionNEVADA AND PLACER COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/18/2024)

Sample Information

Sample Taken Date08/02/2024 Sample Unique Key44
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 testing08/05/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 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 sampler7076245467
Laboratory sample identification000102KBP Linked DIME Sample ID000102KBP
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)AZ4G01118
Batch numberAZ4G01118 Mix numberAZ4G01118

Test Details

DIME Sample ID: 2024-08-02-44
DIME Test ID: 2024-08-02-44-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-26

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/07/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.27 in
Sample 1 Area: 0.1312 in^2
Sample 1 Ultimate Strength Actual: 431 lbs
Sample 1 percent elongation: 76 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.264 in
Sample 2 Area: 0.1283 in^2
Sample 2 Ultimate Strength Actual: 402 lbs
Sample 2 percent elongation: 71 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1268 in^2
Sample 3 Ultimate Strength Actual: 417 lbs
Sample 3 percent elongation: 75 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.267 in
Sample 4 Area: 0.1298 in^2
Sample 4 Ultimate Strength Actual: 382 lbs
Sample 4 percent elongation: 65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.123 in^2
Sample 5 Ultimate Strength Actual: 354 lbs
Sample 5 percent elongation: 62 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1254 in^2
Sample 6 Ultimate Strength Actual: 391 lbs
Sample 6 percent elongation: 71 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3285.1 psi
Sample 2 Ultimate strength : 3133.3 psi
Sample 3 Ultimate strength: 3288.6 psi
Sample 4 Ultimate strength: 2943 psi
Sample 5 Ultimate strength: 2878 psi
Sample 6 Ultimate strength : 3118 psi
Ultimate Strength Average: 3108 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 8/26/2024