Summary for Test 2024-05-13-54-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995175
DEA: 043W7504
EFIS: 0422000032
DIST-CO-RTE-PM04-CC-680-R12.6/24.3
Award Date03/05/2024
Closeout Date04/14/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY.
Location DescriptionCONTRA COSTA COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF RUDGEAR ROAD UNDERCROSSING TO 0.1 MILE NORTH OF MOCOCO OVERHEAD
QA Service Level1 (Verified on 11/06/2023)

Sample Information

Sample Taken Date05/13/2024 Sample Unique Key54
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 testing05/15/2024
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 sampler17076245467
Laboratory sample identification000062KBP Linked DIME Sample ID000062KBP
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)AZ4E00675T
Batch numberAZ4E00675T Mix numberAZ4E00675T

Test Details

DIME Sample ID: 2024-05-13-54
DIME Test ID: 2024-05-13-54-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/22/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1268 in^2
Sample 1 Ultimate Strength Actual: 360.366 lbs
Sample 1 percent elongation: 66 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1239 in^2
Sample 2 Ultimate Strength Actual: 359.186 lbs
Sample 2 percent elongation: 66.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1264 in^2
Sample 3 Ultimate Strength Actual: 357.838 lbs
Sample 3 percent elongation: 64.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1268 in^2
Sample 4 Ultimate Strength Actual: 363.789 lbs
Sample 4 percent elongation: 67.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1278 in^2
Sample 5 Ultimate Strength Actual: 360.268 lbs
Sample 5 percent elongation: 64.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1254 in^2
Sample 6 Ultimate Strength Actual: 379.711 lbs
Sample 6 percent elongation: 71.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2842 psi
Sample 2 Ultimate strength : 2899 psi
Sample 3 Ultimate strength: 2831 psi
Sample 4 Ultimate strength: 2869 psi
Sample 5 Ultimate strength: 2819 psi
Sample 6 Ultimate strength : 3028 psi
Ultimate Strength Average: 2881 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 6/18/2024