Summary for Test 2024-08-31-1-3

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 Date08/31/2024 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 identification000118KBP Linked DIME Sample ID000118KBP
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)AZ4H01258
Batch numberAZ4H01258 Mix numberAZ4H01258

Test Details

DIME Sample ID: 2024-08-31-1
DIME Test ID: 2024-08-31-1-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Mariano Pontillas
Date of test: 09/16/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.267 in
Sample 1 Area: 0.1295 in^2
Sample 1 Ultimate Strength Actual: 424.63 lbs
Sample 1 percent elongation: 77.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1261 in^2
Sample 2 Ultimate Strength Actual: 412.978 lbs
Sample 2 percent elongation: 77.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1237 in^2
Sample 3 Ultimate Strength Actual: 405.24 lbs
Sample 3 percent elongation: 77.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1249 in^2
Sample 4 Ultimate Strength Actual: 429.906 lbs
Sample 4 percent elongation: 80.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1259 in^2
Sample 5 Ultimate Strength Actual: 385.884 lbs
Sample 5 percent elongation: 71 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1259 in^2
Sample 6 Ultimate Strength Actual: 391.423 lbs
Sample 6 percent elongation: 72.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3279 psi
Sample 2 Ultimate strength : 3275 psi
Sample 3 Ultimate strength: 3276 psi
Sample 4 Ultimate strength: 3442 psi
Sample 5 Ultimate strength: 3065 psi
Sample 6 Ultimate strength : 3109 psi
Ultimate Strength Average: 3241 psi
Percent Elongation Average: 76 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/18/2024