Summary for Test 2024-03-29-37-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994799
DEA: 044Q2504
EFIS: 0419000364
DIST-CO-RTE-PM04-ALA-238,262,580,680-VAR
Award Date06/16/2023
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL.
Location DescriptionALAMEDA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date03/29/2024 Sample Unique Key37
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 testing04/01/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121
The quantity of what the sample constitutes36 Totes 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 sampler17076245467
Laboratory sample identification000051KBP Linked DIME Sample ID000051KBP
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)AZ4C00418T
Batch numberAZ4C00418T Mix numberAZ4C00418T

Test Details

DIME Sample ID: 2024-03-29-37
DIME Test ID: 2024-03-29-37-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/03/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.273 in
Sample 1 Area: 0.1313 in^2
Sample 1 Ultimate Strength Actual: 383 lbs
Sample 1 percent elongation: 55.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.27 in
Sample 2 Area: 0.1299 in^2
Sample 2 Ultimate Strength Actual: 417.6 lbs
Sample 2 percent elongation: 64 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.27 in
Sample 3 Area: 0.1301 in^2
Sample 3 Ultimate Strength Actual: 404 lbs
Sample 3 percent elongation: 55.669 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1279 in^2
Sample 4 Ultimate Strength Actual: 427 lbs
Sample 4 percent elongation: 65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1267 in^2
Sample 5 Ultimate Strength Actual: 422 lbs
Sample 5 percent elongation: 65 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1251 in^2
Sample 6 Ultimate Strength Actual: 399 lbs
Sample 6 percent elongation: 58 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2917 psi
Sample 2 Ultimate strength : 3214.8 psi
Sample 3 Ultimate strength: 3105.3 psi
Sample 4 Ultimate strength: 3338.5 psi
Sample 5 Ultimate strength: 3330.7 psi
Sample 6 Ultimate strength : 3189.4 psi
Ultimate Strength Average: 3183 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024