Summary for Test 2023-08-25-42-3

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 Date08/25/2023 Sample Unique Key42
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 testing08/28/2023
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 identification000004 Linked DIME Sample ID000004
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)1486897
Batch number1486897 Mix number1486897

Test Details

DIME Sample ID: 2023-08-25-42
DIME Test ID: 2023-08-25-42-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-13

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: 0.264 in
Sample 1 Area: 0.1291 in^2
Sample 1 Ultimate Strength Actual: 1099 lbs
Sample 1 percent elongation: 20.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1257 in^2
Sample 2 Ultimate Strength Actual: 1074 lbs
Sample 2 percent elongation: 17.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 1035 lbs
Sample 3 percent elongation: 21.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1267 in^2
Sample 4 Ultimate Strength Actual: 1070 lbs
Sample 4 percent elongation: 16.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate Strength Actual: 1053 lbs
Sample 5 percent elongation: 20.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1227 in^2
Sample 6 Ultimate Strength Actual: 1044 lbs
Sample 6 percent elongation: 20.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8512.8 psi
Sample 2 Ultimate strength : 8544.2 psi
Sample 3 Ultimate strength: 8589.2 psi
Sample 4 Ultimate strength: 8445.1 psi
Sample 5 Ultimate strength: 8464.6 psi
Sample 6 Ultimate strength : 8508.6 psi
Ultimate Strength Average: 8511 psi
Percent Elongation Average: 20 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/13/2023