Summary for Test 2024-09-01-1-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000284
DEA: 041Y5004
EFIS: 0422000498
DIST-CO-RTE-PM04-SF-280-R2.7/R4.2L
Award Date06/17/2024
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL.
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO AT VARIOUS LOCATIONS FROM MONTEREY BOULEVARD ON-RAMP OVERCROSSING TO ROUTE 280/101 SEPARATION
QA Service Level1 (Verified on 07/15/2024)

Sample Information

Sample Taken Date09/01/2024 Sample Unique Key1
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 testing09/04/2024
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 identification000119KBP Linked DIME Sample ID000119KBP
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

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4H01333
Batch numberAZ4H01333 Mix numberAZ4H01333

Test Details

DIME Sample ID: 2024-09-01-1
DIME Test ID: 2024-09-01-1-3
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: 09/23/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1266 in^2
Sample 1 Ultimate Strength Actual: 367.646 lbs
Sample 1 percent elongation: 63.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1271 in^2
Sample 2 Ultimate Strength Actual: 369.988 lbs
Sample 2 percent elongation: 60 %
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: 400.553 lbs
Sample 3 percent elongation: 71.1 %
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: 2958 lbs
Sample 4 percent elongation: 58.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1247 in^2
Sample 5 Ultimate Strength Actual: 367.865 lbs
Sample 5 percent elongation: 52.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1263 in^2
Sample 6 Ultimate Strength Actual: 374.227 lbs
Sample 6 percent elongation: 61 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2904 psi
Sample 2 Ultimate strength : 2911 psi
Sample 3 Ultimate strength: 3122 psi
Sample 4 Ultimate strength: 23328.1 psi
Sample 5 Ultimate strength: 2950 psi
Sample 6 Ultimate strength : 2963 psi
Ultimate Strength Average: 6363 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/23/2024