Summary for Test 2024-11-12-35-1

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000180
DEA: 081N2604
EFIS: 0822000126
DIST-CO-RTE-PM08-SBD-15-2.2/8.5
Award Date05/23/2024
Closeout Date07/23/2025
Work DescriptionFURNISH POLYESTER CONC OVERLAY, PLACE POLYESTER CONC OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR FONTANA AT VARIOUS LOCATIONS FROM ROUTE 10 TO ROUTE 210
QA Service Level1 (Verified on 05/15/2024)

Sample Information

Sample Taken Date11/12/2024 Sample Unique Key35
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 testing11/13/2024
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 identification000144KBP Linked DIME Sample ID000144KBP
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)AZ4K01774
Batch numberAZ4K01774 Mix numberAZ4K01774

Test Details

DIME Sample ID: 2024-11-12-35
DIME Test ID: 2024-11-12-35-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-12-31

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 11/19/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.266 in
Sample 1 Area: 0.129 in^2
Sample 1 Ultimate Strength Actual: 382.227 lbs
Sample 1 percent elongation: 65 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.264 in
Sample 2 Area: 0.1278 in^2
Sample 2 Ultimate Strength Actual: 374.582 lbs
Sample 2 percent elongation: 63.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.268 in
Sample 3 Area: 0.1297 in^2
Sample 3 Ultimate Strength Actual: 364.068 lbs
Sample 3 percent elongation: 54.2 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1305 in^2
Sample 4 Ultimate Strength Actual: 378.189 lbs
Sample 4 percent elongation: 62.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1285 in^2
Sample 5 Ultimate Strength Actual: 365.84 lbs
Sample 5 percent elongation: 52 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.263 in
Sample 6 Area: 0.1276 in^2
Sample 6 Ultimate Strength Actual: 383.31 lbs
Sample 6 percent elongation: 65.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2963 psi
Sample 2 Ultimate strength : 2931 psi
Sample 3 Ultimate strength: 2807 psi
Sample 4 Ultimate strength: 2898 psi
Sample 5 Ultimate strength: 2847 psi
Sample 6 Ultimate strength : 3004 psi
Ultimate Strength Average: 2908 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 12/31/2024