Summary for Test 2024-09-10-62-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995291
DEA: 081N2504
EFIS: 0822000125
DIST-CO-RTE-PM08-RIV-15,60,91,215-Var
Award Date05/08/2024
Closeout Date06/09/2025
Work DescriptionPOLYESTER CONC OVERLAY, CLEAN EXP JT, DECK SEAL & HMA (BRIDGE).
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 10/31/2023)

Sample Information

Sample Taken Date09/10/2024 Sample Unique Key62
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 testing09/11/2024
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 identification000122KBP Linked DIME Sample ID000122KBP
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)AZ4H01378
Batch numberAZ4H01378 Mix numberAZ4H01378

Test Details

DIME Sample ID: 2024-09-10-62
DIME Test ID: 2024-09-10-62-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-27

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/16/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1261 in^2
Sample 1 Ultimate Strength Actual: 445.637 lbs
Sample 1 percent elongation: 79.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1263 in^2
Sample 2 Ultimate Strength Actual: 404.665 lbs
Sample 2 percent elongation: 71.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.263 in
Sample 3 Area: 0.1278 in^2
Sample 3 Ultimate Strength Actual: 383.656 lbs
Sample 3 percent elongation: 61 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1266 in^2
Sample 4 Ultimate Strength Actual: 378.028 lbs
Sample 4 percent elongation: 61 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1215 in^2
Sample 5 Ultimate Strength Actual: 372.884 lbs
Sample 5 percent elongation: 66.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1271 in^2
Sample 6 Ultimate Strength Actual: 432.521 lbs
Sample 6 percent elongation: 76.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3534 psi
Sample 2 Ultimate strength : 3204 psi
Sample 3 Ultimate strength: 3002 psi
Sample 4 Ultimate strength: 2986 psi
Sample 5 Ultimate strength: 3069 psi
Sample 6 Ultimate strength : 3403 psi
Ultimate Strength Average: 3200 psi
Percent Elongation Average: 69 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/27/2024