Summary for Test 2024-10-17-40-1

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 Date10/17/2024 Sample Unique Key40
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 testing10/21/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes34 Totes 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 identification000141KBP Linked DIME Sample ID000141KBP
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)AZ4J01580T
Batch numberAZ4J01580T Mix numberAZ4J01580T

Test Details

DIME Sample ID: 2024-10-17-40
DIME Test ID: 2024-10-17-40-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-12-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/17/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1254 in^2
Sample 1 Ultimate Strength Actual: 344.85 lbs
Sample 1 percent elongation: 66.4 %
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: 401.634 lbs
Sample 2 percent elongation: 78.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.265 in
Sample 3 Area: 0.1283 in^2
Sample 3 Ultimate Strength Actual: 397.217 lbs
Sample 3 percent elongation: 76.2 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1302 in^2
Sample 4 Ultimate Strength Actual: 442.94 lbs
Sample 4 percent elongation: 83.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1283 in^2
Sample 5 Ultimate Strength Actual: 405.428 lbs
Sample 5 percent elongation: 77.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1258 in^2
Sample 6 Ultimate Strength Actual: 406.208 lbs
Sample 6 percent elongation: 78.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2750 psi
Sample 2 Ultimate strength : 3180 psi
Sample 3 Ultimate strength: 3096 psi
Sample 4 Ultimate strength: 3402 psi
Sample 5 Ultimate strength: 3160 psi
Sample 6 Ultimate strength : 3229 psi
Ultimate Strength Average: 3136 psi
Percent Elongation Average: 77 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 12/30/2024