Summary for Test 2024-08-14-70-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000185
DEA: 101P7404
EFIS: 1022000160
DIST-CO-RTE-PM10-SJ,STA-120-Var
Award Date06/04/2024
Closeout Date05/21/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA.
Location DescriptionSAN JOAQUIN AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date08/14/2024 Sample Unique Key70
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 testing08/16/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 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 identification000111KBP Linked DIME Sample ID000111KBP
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)AZ4H01221
Batch numberAZ4H01221 Mix numberAZ4H01221

Test Details

DIME Sample ID: 2024-08-14-70
DIME Test ID: 2024-08-14-70-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-10

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/21/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.262 in
Sample 1 Area: 0.1276 in^2
Sample 1 Ultimate Strength Actual: 346.94 lbs
Sample 1 percent elongation: 53.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1256 in^2
Sample 2 Ultimate Strength Actual: 351.554 lbs
Sample 2 percent elongation: 60.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.269 in
Sample 3 Area: 0.1305 in^2
Sample 3 Ultimate Strength Actual: 419.949 lbs
Sample 3 percent elongation: 76.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1266 in^2
Sample 4 Ultimate Strength Actual: 400.436 lbs
Sample 4 percent elongation: 74.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.262 in
Sample 5 Area: 0.1271 in^2
Sample 5 Ultimate Strength Actual: 394.773 lbs
Sample 5 percent elongation: 72.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.269 in
Sample 6 Area: 0.1305 in^2
Sample 6 Ultimate Strength Actual: 372.969 lbs
Sample 6 percent elongation: 64.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2719 psi
Sample 2 Ultimate strength : 2799 psi
Sample 3 Ultimate strength: 3218 psi
Sample 4 Ultimate strength: 3163 psi
Sample 5 Ultimate strength: 3106 psi
Sample 6 Ultimate strength : 2858 psi
Ultimate Strength Average: 2977 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/10/2024