Summary for Test 2024-09-12-62-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000283
DEA: 040Y7904
EFIS: 0422000340
DIST-CO-RTE-PM04-SOL-12,37,80,113,505,780-Var
Award Date06/19/2024
Closeout Date09/05/2025
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, & REPLACE JOINT SEAL.
Location DescriptionSOLANO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/03/2024)

Sample Information

Sample Taken Date09/12/2024 Sample Unique Key62
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 testing09/16/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes34 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 sampler7076245467
Laboratory sample identification000124KBP Linked DIME Sample ID000124KBP
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)AZ4H01376T
Batch numberAZ4H01376T Mix numberAZ4H01376T

Test Details

DIME Sample ID: 2024-09-12-62
DIME Test ID: 2024-09-12-62-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-10-02

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/18/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1246 in^2
Sample 1 Ultimate Strength Actual: 315 lbs
Sample 1 percent elongation: 60.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1246 in^2
Sample 2 Ultimate Strength Actual: 338 lbs
Sample 2 percent elongation: 68.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1246 in^2
Sample 3 Ultimate Strength Actual: 367 lbs
Sample 3 percent elongation: 75.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1256 in^2
Sample 4 Ultimate Strength Actual: 381 lbs
Sample 4 percent elongation: 77.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1276 in^2
Sample 5 Ultimate Strength Actual: 362 lbs
Sample 5 percent elongation: 72.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.1283 in^2
Sample 6 Ultimate Strength Actual: 380 lbs
Sample 6 percent elongation: 75.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2528.1 psi
Sample 2 Ultimate strength : 2712.7 psi
Sample 3 Ultimate strength: 2945.4 psi
Sample 4 Ultimate strength: 3033.4 psi
Sample 5 Ultimate strength: 2837 psi
Sample 6 Ultimate strength : 2961.8 psi
Ultimate Strength Average: 2836 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 10/2/2024