Summary for Test 2024-06-06-61-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994374
DEA: 043W5504
EFIS: 0421000387
DIST-CO-RTE-PM04-SM-280-Var
Award Date02/08/2024
Closeout Date09/05/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionSAN MATEO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date06/06/2024 Sample Unique Key61
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 testing06/07/2024
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 sampler17076245467
Laboratory sample identification000071KBP Linked DIME Sample ID000071KBP
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)AZ4E00810
Batch numberAZ4E00810 Mix numberAZ4E00810

Test Details

DIME Sample ID: 2024-06-06-61
DIME Test ID: 2024-06-06-61-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-28

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/12/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 379.54 lbs
Sample 1 percent elongation: 72 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 396.39 lbs
Sample 2 percent elongation: 74.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1239 in^2
Sample 3 Ultimate Strength Actual: 401 lbs
Sample 3 percent elongation: 76.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1293 in^2
Sample 4 Ultimate Strength Actual: 3059 lbs
Sample 4 percent elongation: 73.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate Strength Actual: 393 lbs
Sample 5 percent elongation: 75.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1293 in^2
Sample 6 Ultimate Strength Actual: 381 lbs
Sample 6 percent elongation: 70.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3051 psi
Sample 2 Ultimate strength : 3136 psi
Sample 3 Ultimate strength: 3236.5 psi
Sample 4 Ultimate strength: 23658.2 psi
Sample 5 Ultimate strength: 3184.8 psi
Sample 6 Ultimate strength : 2946.6 psi
Ultimate Strength Average: 6536 psi
Percent Elongation Average: 74 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 6/28/2024