Summary for Test 2024-11-12-37-1

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 Key37
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 identification000146KBP Linked DIME Sample ID000146KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number24-147
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)AZ4K01751T
Batch numberAZ4K01751T Mix numberAZ4K01751T

Test Details

DIME Sample ID: 2024-11-12-37
DIME Test ID: 2024-11-12-37-1
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: 0.258 in
Sample 1 Area: 0.1251 in^2
Sample 1 Ultimate Strength Actual: 373.298 lbs
Sample 1 percent elongation: 67.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1271 in^2
Sample 2 Ultimate Strength Actual: 409.77 lbs
Sample 2 percent elongation: 75.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1263 in^2
Sample 3 Ultimate Strength Actual: 407.318 lbs
Sample 3 percent elongation: 75.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1261 in^2
Sample 4 Ultimate Strength Actual: 398.854 lbs
Sample 4 percent elongation: 74.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1232 in^2
Sample 5 Ultimate Strength Actual: 369.23 lbs
Sample 5 percent elongation: 68.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1234 in^2
Sample 6 Ultimate Strength Actual: 403.024 lbs
Sample 6 percent elongation: 77.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2984 psi
Sample 2 Ultimate strength : 3224 psi
Sample 3 Ultimate strength: 3225 psi
Sample 4 Ultimate strength: 3163 psi
Sample 5 Ultimate strength: 2997 psi
Sample 6 Ultimate strength : 3266 psi
Ultimate Strength Average: 3143 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 12/31/2024