Summary for Test 2024-08-18-14-3

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 Date08/18/2024 Sample Unique Key14
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 identification000112KBP Linked DIME Sample ID000112KBP
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)AZ4H01222
Batch numberAZ4H01222 Mix numberAZ4H01222

Test Details

DIME Sample ID: 2024-08-18-14
DIME Test ID: 2024-08-18-14-3
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: 0.25 in
Sample 1 Area: 0.1215 in^2
Sample 1 Ultimate Strength Actual: 397.305 lbs
Sample 1 percent elongation: 71.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 382.899 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1203 in^2
Sample 3 Ultimate Strength Actual: 386.885 lbs
Sample 3 percent elongation: 69.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 375.677 lbs
Sample 4 percent elongation: 63.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 377.073 lbs
Sample 5 percent elongation: 63.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.249 in
Sample 6 Area: 0.121 in^2
Sample 6 Ultimate Strength Actual: 387.079 lbs
Sample 6 percent elongation: 69 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3270 psi
Sample 2 Ultimate strength : 3113 psi
Sample 3 Ultimate strength: 3216 psi
Sample 4 Ultimate strength: 3037 psi
Sample 5 Ultimate strength: 3019 psi
Sample 6 Ultimate strength : 3199 psi
Ultimate Strength Average: 3142 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/23/2024