Summary for Test 2024-08-05-64-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994835
DEA: 032J9104
EFIS: 0322000136
DIST-CO-RTE-PM03-NEV-80-25.5/27.3
Award Date04/12/2024
Closeout Date06/02/2025
Work DescriptionPOLYESTER CONC, REPLACE JOINT SEAL (ASPHALT RUBBER), CONCRETE BARRIER.
Location DescriptionNEVADA COUNTY NEAR FLORISTON FROM 1.9 MILES EAST OF HINTON ROAD TO TRUCKEE RIVER BRIDGE
QA Service Level1 (Verified on 05/22/2023)

Sample Information

Sample Taken Date08/05/2024 Sample Unique Key64
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 testing08/06/2024
Sample typeQuality Control A brief description of the sample1 gallon can / 9800 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 identification000108KBP Linked DIME Sample ID000108KBP
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)AZ4G01111
Batch numberAZ4G01111 Mix numberAZ4G01111

Test Details

DIME Sample ID: 2024-08-05-64
DIME Test ID: 2024-08-05-64-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/09/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1252 in^2
Sample 1 Ultimate Strength Actual: 1055.19 lbs
Sample 1 percent elongation: 29.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 1040.32 lbs
Sample 2 percent elongation: 14.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1232 in^2
Sample 3 Ultimate Strength Actual: 1037.22 lbs
Sample 3 percent elongation: 19.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.267 in
Sample 4 Area: 0.13 in^2
Sample 4 Ultimate Strength Actual: 1078.09 lbs
Sample 4 percent elongation: 17.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1232 in^2
Sample 5 Ultimate Strength Actual: 1036.97 lbs
Sample 5 percent elongation: 15.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 1097.25 lbs
Sample 6 percent elongation: 17.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8428 psi
Sample 2 Ultimate strength : 8410 psi
Sample 3 Ultimate strength: 8419 psi
Sample 4 Ultimate strength: 8293 psi
Sample 5 Ultimate strength: 8417 psi
Sample 6 Ultimate strength : 8906.2 psi
Ultimate Strength Average: 8479 psi
Percent Elongation Average: 19 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/23/2024