Summary for Test 2024-06-25-82-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 213457
DEA: 11430434
EFIS: 1118000197
DIST-CO-RTE-PM11-SD-8-12.9/14.6,14.9
Award Date07/16/2022
Closeout Date08/21/2025
Work DescriptionHMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location DescriptionSAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
QA Service Level1 (Verified on 06/22/2018)

Sample Information

Sample Taken Date06/25/2024 Sample Unique Key82
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 testing06/27/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes36 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 identification000084KBP Linked DIME Sample ID000084KBP
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)AZ4F00954T
Batch NumberAZ4F00954T Mix numberAZ4F00954T

Test Details

DIME Sample ID: 2024-06-25-82
DIME Test ID: 2024-06-25-82-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/01/2024
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: 385.109 lbs
Sample 1 percent elongation: 68.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1247 in^2
Sample 2 Ultimate Strength Actual: 385.448 lbs
Sample 2 percent elongation: 70.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1266 in^2
Sample 3 Ultimate Strength Actual: 380.306 lbs
Sample 3 percent elongation: 68 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1264 in^2
Sample 4 Ultimate Strength Actual: 354.552 lbs
Sample 4 percent elongation: 60.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.262 in
Sample 5 Area: 0.1273 in^2
Sample 5 Ultimate Strength Actual: 356.567 lbs
Sample 5 percent elongation: 55.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.1283 in^2
Sample 6 Ultimate Strength Actual: 387.081 lbs
Sample 6 percent elongation: 69.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3054 psi
Sample 2 Ultimate strength : 3091 psi
Sample 3 Ultimate strength: 3004 psi
Sample 4 Ultimate strength: 2805 psi
Sample 5 Ultimate strength: 2801 psi
Sample 6 Ultimate strength : 3017 psi
Ultimate Strength Average: 2962 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/23/2024