Summary for Test 2024-07-17-60-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995445
DEA: 043W5204
EFIS: 0421000384
DIST-CO-RTE-PM04-ALA-580,680,880-VAR
Award Date01/24/2024
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEAL.
Location DescriptionALAMEDA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 11/16/2023)

Sample Information

Sample Taken Date07/17/2024 Sample Unique Key60
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 testing07/19/2024
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 identification000090KBP Linked DIME Sample ID000090KBP
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)AZ4G01016
Batch numberAZ4G01016 Mix numberAZ4G01016

Test Details

DIME Sample ID: 2024-07-17-60
DIME Test ID: 2024-07-17-60-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-06

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/23/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1217 in^2
Sample 1 Ultimate Strength Actual: 390.17 lbs
Sample 1 percent elongation: 70.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1239 in^2
Sample 2 Ultimate Strength Actual: 394.993 lbs
Sample 2 percent elongation: 69.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 371.91 lbs
Sample 3 percent elongation: 63.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.253 in
Sample 4 Area: 0.1225 in^2
Sample 4 Ultimate Strength Actual: 404.372 lbs
Sample 4 percent elongation: 73.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1196 in^2
Sample 5 Ultimate Strength Actual: 405.444 lbs
Sample 5 percent elongation: 75.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1242 in^2
Sample 6 Ultimate Strength Actual: 376.574 lbs
Sample 6 percent elongation: 64.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3206 psi
Sample 2 Ultimate strength : 3188 psi
Sample 3 Ultimate strength: 3036 psi
Sample 4 Ultimate strength: 3301 psi
Sample 5 Ultimate strength: 3390 psi
Sample 6 Ultimate strength : 3032 psi
Ultimate Strength Average: 3192 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 8/6/2024