Summary for Test 2024-07-09-100-3

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 Date07/09/2024 Sample Unique Key100
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 testing07/10/2024
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 identification000088KBP Linked DIME Sample ID000088KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers Transportation Laboratory (TL) Number
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)AZ4F00968
Batch numberAZ4F00968 Mix numberAZ4F00968

Test Details

DIME Sample ID: 2024-07-09-100
DIME Test ID: 2024-07-09-100-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-05

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/15/2024
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: 387.611 lbs
Sample 1 percent elongation: 68.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.278 in
Sample 2 Area: 0.1348 in^2
Sample 2 Ultimate Strength Actual: 439.718 lbs
Sample 2 percent elongation: 74.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1279 in^2
Sample 3 Ultimate Strength Actual: 412.861 lbs
Sample 3 percent elongation: 73.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.271 in
Sample 4 Area: 0.1312 in^2
Sample 4 Ultimate Strength Actual: 438.733 lbs
Sample 4 percent elongation: 75.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.269 in
Sample 5 Area: 0.1307 in^2
Sample 5 Ultimate Strength Actual: 387.395 lbs
Sample 5 percent elongation: 65 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.265 in
Sample 6 Area: 0.1285 in^2
Sample 6 Ultimate Strength Actual: 415.055 lbs
Sample 6 percent elongation: 72.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3091 psi
Sample 2 Ultimate strength : 3262 psi
Sample 3 Ultimate strength: 3228 psi
Sample 4 Ultimate strength: 3344 psi
Sample 5 Ultimate strength: 2964 psi
Sample 6 Ultimate strength : 3230 psi
Ultimate Strength Average: 3187 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 8/5/2024