Summary for Test 2024-08-21-93-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000060
DEA: 040Y8404
EFIS: 0422000348
DIST-CO-RTE-PM04-SCL-17,85,87,101,280,etc.-Var
Award Date04/04/2024
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, TREAT BRIDGE DECK WITH METHACRYLATE.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date08/21/2024 Sample Unique Key93
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 testing08/22/2024
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 identification000115KBP Linked DIME Sample ID000115KBP
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)AZ4H01255
Batch numberAZ4H01255 Mix numberAZ4H01255

Test Details

DIME Sample ID: 2024-08-21-93
DIME Test ID: 2024-08-21-93-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/28/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1276 in^2
Sample 1 Ultimate Strength Actual: 352.304 lbs
Sample 1 percent elongation: 65.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.266 in
Sample 2 Area: 0.129 in^2
Sample 2 Ultimate Strength Actual: 370.488 lbs
Sample 2 percent elongation: 69.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.264 in
Sample 3 Area: 0.1283 in^2
Sample 3 Ultimate Strength Actual: 346.795 lbs
Sample 3 percent elongation: 63.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1268 in^2
Sample 4 Ultimate Strength Actual: 351.49 lbs
Sample 4 percent elongation: 66 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1268 in^2
Sample 5 Ultimate Strength Actual: 355.928 lbs
Sample 5 percent elongation: 68.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1251 in^2
Sample 6 Ultimate Strength Actual: 349.279 lbs
Sample 6 percent elongation: 66.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2761 psi
Sample 2 Ultimate strength : 2872 psi
Sample 3 Ultimate strength: 2703 psi
Sample 4 Ultimate strength: 2772 psi
Sample 5 Ultimate strength: 2807 psi
Sample 6 Ultimate strength : 2792 psi
Ultimate Strength Average: 2785 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/23/2024