Summary for Test 2024-09-10-61-3

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 Date09/10/2024 Sample Unique Key61
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 testing09/11/2024
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 identification000121KBP Linked DIME Sample ID000121KBP
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)AZ4H01377
Batch numberAZ4H01377 Mix numberAZ4H01377

Test Details

DIME Sample ID: 2024-09-10-61
DIME Test ID: 2024-09-10-61-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-27

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/16/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1256 in^2
Sample 1 Ultimate Strength Actual: 374.414 lbs
Sample 1 percent elongation: 72.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1271 in^2
Sample 2 Ultimate Strength Actual: 401.89 lbs
Sample 2 percent elongation: 77.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.268 in
Sample 3 Area: 0.13 in^2
Sample 3 Ultimate Strength Actual: 375.05 lbs
Sample 3 percent elongation: 70 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.265 in
Sample 4 Area: 0.1285 in^2
Sample 4 Ultimate Strength Actual: 395.009 lbs
Sample 4 percent elongation: 76.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1278 in^2
Sample 5 Ultimate Strength Actual: 371.259 lbs
Sample 5 percent elongation: 70.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.268 in
Sample 6 Area: 0.1302 in^2
Sample 6 Ultimate Strength Actual: 363.779 lbs
Sample 6 percent elongation: 67.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2981 psi
Sample 2 Ultimate strength : 3162 psi
Sample 3 Ultimate strength: 2885 psi
Sample 4 Ultimate strength: 3074 psi
Sample 5 Ultimate strength: 2905 psi
Sample 6 Ultimate strength : 2794 psi
Ultimate Strength Average: 2967 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/27/2024