Summary for Test 2024-08-19-48-3

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 Date08/19/2024 Sample Unique Key48
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 testing08/21/2024
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 identification000113KBP Linked DIME Sample ID000113KBP
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)AZ4H01223
Batch numberAZ4H01223 Mix numberAZ4H01223

Test Details

DIME Sample ID: 2024-08-19-48
DIME Test ID: 2024-08-19-48-3
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: 08/23/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1259 in^2
Sample 1 Ultimate Strength Actual: 379.337 lbs
Sample 1 percent elongation: 71.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1239 in^2
Sample 2 Ultimate Strength Actual: 376.904 lbs
Sample 2 percent elongation: 72.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1292 in^2
Sample 3 Ultimate Strength Actual: 370.675 lbs
Sample 3 percent elongation: 66.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1299 in^2
Sample 4 Ultimate Strength Actual: 390.739 lbs
Sample 4 percent elongation: 72.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1251 in^2
Sample 5 Ultimate Strength Actual: 389.561 lbs
Sample 5 percent elongation: 74.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.273 in
Sample 6 Area: 0.1319 in^2
Sample 6 Ultimate Strength Actual: 394.249 lbs
Sample 6 percent elongation: 71.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3013 psi
Sample 2 Ultimate strength : 3042 psi
Sample 3 Ultimate strength: 2869 psi
Sample 4 Ultimate strength: 3008 psi
Sample 5 Ultimate strength: 3114 psi
Sample 6 Ultimate strength : 2989 psi
Ultimate Strength Average: 3006 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/23/2024