Summary for Test 2022-07-05-50-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994111
DEA: 061E2104
EFIS: 0621000226
DIST-CO-RTE-PM06-FRE-5-8.0
Award Date09/13/2022
Closeout Date08/23/2023
Work DescriptionREPLACE JOINT SEALS, PREPARE AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionFRESNO COUNTY NEAR AVENAL AT ARROYO PASAJERO BRIDGE
QA Service Level1 (Verified on 07/14/2022)

Sample Information

Sample Taken Date07/05/2022 Sample Unique Key50
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 testing07/07/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes24 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 identification943756 Linked DIME Sample ID943756
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)1415633
Batch number1415633 Mix number1415633

Test Details

DIME Sample ID: 2022-07-05-50
DIME Test ID: 2022-07-05-50-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-07-14

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/13/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.251 in
Sample 1 Thickness: 0.486 in
Sample 1 Area: 0.122 in^2
Sample 1 Ultimate Strength Actual: 472.7 lbs
Sample 1 percent elongation: 60.57 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.265 in
Sample 2 Thickness: 0.488 in
Sample 2 Area: 0.1293 in^2
Sample 2 Ultimate Strength Actual: 470.2 lbs
Sample 2 percent elongation: 48.84 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.255 in
Sample 3 Thickness: 0.488 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 456.3 lbs
Sample 3 percent elongation: 61.85 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.263 in
Sample 4 Thickness: 0.489 in
Sample 4 Area: 0.1286 in^2
Sample 4 Ultimate Strength Actual: 461.6 lbs
Sample 4 percent elongation: 58.67 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.257 in
Sample 5 Thickness: 0.489 in
Sample 5 Area: 0.1257 in^2
Sample 5 Ultimate Strength Actual: 447 lbs
Sample 5 percent elongation: 61.77 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3874.6 psi
Sample 2 Ultimate strength : 3636.5 psi
Sample 3 Ultimate strength: 3668 psi
Sample 4 Ultimate strength: 3589.4 psi
Sample 5 Ultimate strength: 3556.1 psi
Ultimate Strength Average: 3665 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 7/14/2023