Summary for Test 2023-10-11-52-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994685
DEA: 043Q6104
EFIS: 0419000229
DIST-CO-RTE-PM04-SCL-17,85,87,101-Var
Award Date06/15/2023
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, AND STRUCTURAL CONCRETE APPROACH SLAB.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/09/2023)

Sample Information

Sample Taken Date10/11/2023 Sample Unique Key52
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 testing10/12/2023
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 sampler17076245467
Laboratory sample identification000025KBP Linked DIME Sample ID000025KBP
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)AZ3J00033
Batch numberAZ3J00033 Mix numberAZ3J00033

Test Details

DIME Sample ID: 2023-10-11-52
DIME Test ID: 2023-10-11-52-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-11-15

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/13/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 334.2 lbs
Sample 1 percent elongation: 67.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 360.3 lbs
Sample 2 percent elongation: 71.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1256 in^2
Sample 3 Ultimate Strength Actual: 346.5 lbs
Sample 3 percent elongation: 67.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.267 in
Sample 4 Area: 0.13 in^2
Sample 4 Ultimate Strength Actual: 367.8 lbs
Sample 4 percent elongation: 70.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.247 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 340.7 lbs
Sample 5 percent elongation: 68.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.1208 in^2
Sample 6 Ultimate Strength Actual: 352.3 lbs
Sample 6 percent elongation: 71.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2785 psi
Sample 2 Ultimate strength : 2905.6 psi
Sample 3 Ultimate strength: 2758.8 psi
Sample 4 Ultimate strength: 2829.2 psi
Sample 5 Ultimate strength: 2832.1 psi
Sample 6 Ultimate strength : 2916.4 psi
Ultimate Strength Average: 2838 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 11/15/2023