Summary for Test 2024-06-07-30-3

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 Date06/07/2024 Sample Unique Key30
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 testing06/10/2024
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 sampler17076245467
Laboratory sample identification000072KBP Linked DIME Sample ID000072KBP
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)AZ4E00764
Batch numberAZ4E00764 Mix numberAZ4E00764

Test Details

DIME Sample ID: 2024-06-07-30
DIME Test ID: 2024-06-07-30-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/11/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1232 in^2
Sample 1 Ultimate Strength Actual: 971.309 lbs
Sample 1 percent elongation: 24.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 986.272 lbs
Sample 2 percent elongation: 29.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 997.232 lbs
Sample 3 percent elongation: 19.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate Strength Actual: 984.312 lbs
Sample 4 percent elongation: 27.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1169 in^2
Sample 5 Ultimate Strength Actual: 946.89 lbs
Sample 5 percent elongation: 27.4 %
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: 983.259 lbs
Sample 6 percent elongation: 24.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7884 psi
Sample 2 Ultimate strength : 7941 psi
Sample 3 Ultimate strength: 7902 psi
Sample 4 Ultimate strength: 7938 psi
Sample 5 Ultimate strength: 8100 psi
Sample 6 Ultimate strength : 7981 psi
Ultimate Strength Average: 7958 psi
Percent Elongation Average: 26 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/23/2024