Summary for Test 2023-08-24-45-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994549
DEA: 032G5204
EFIS: 0321000235
DIST-CO-RTE-PM03-NEV,PLA,SIE-20,49,80-VAR
Award Date05/22/2023
Closeout Date05/03/2024
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionNEVADA, PLACER AND SIERRA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date08/24/2023 Sample Unique Key45
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 testing08/25/2023
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 identification000005 Linked DIME Sample ID000005
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1484394
Batch number1484394 Mix number1484394

Test Details

DIME Sample ID: 2023-08-24-45
DIME Test ID: 2023-08-24-45-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-16

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 1041 lbs
Sample 1 percent elongation: 23.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate Strength Actual: 1040 lbs
Sample 2 percent elongation: 18.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1208 in^2
Sample 3 Ultimate Strength Actual: 1026 lbs
Sample 3 percent elongation: 18.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.236 in
Sample 4 Area: 0.1154 in^2
Sample 4 Ultimate Strength Actual: 989 lbs
Sample 4 percent elongation: 17.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 1013 lbs
Sample 5 percent elongation: 22.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1223 in^2
Sample 6 Ultimate Strength Actual: 1033 lbs
Sample 6 percent elongation: 19.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8546.8 psi
Sample 2 Ultimate strength : 8476 psi
Sample 3 Ultimate strength: 8493.4 psi
Sample 4 Ultimate strength: 8570.2 psi
Sample 5 Ultimate strength: 8455.8 psi
Sample 6 Ultimate strength : 8446.4 psi
Ultimate Strength Average: 8498 psi
Percent Elongation Average: 20 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/16/2023