Summary for Test 2023-08-02-82-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994595
DEA: 081M2204
EFIS: 0821000094
DIST-CO-RTE-PM08-SBD-15,138,173-Var
Award Date05/24/2023
Closeout Date08/30/2024
Work DescriptionPOLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS.
QA Service Level1 (Verified on 07/18/2023)

Sample Information

Sample Taken Date08/02/2023 Sample Unique Key82
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 testing08/03/2023
Sample typeQuality Control A brief description of the sample1 gallon can
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 identification943823 Linked DIME Sample ID943823
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)1483352
Batch number1483352 Mix number1483352

Test Details

DIME Sample ID: 2023-08-02-82
DIME Test ID: 2023-08-02-82-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-09

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 08/11/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1237 in^2
Sample 1 Ultimate Strength Actual: 367 lbs
Sample 1 percent elongation: 57.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 367 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 359 lbs
Sample 3 percent elongation: 52.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 369 lbs
Sample 4 percent elongation: 57.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 372 lbs
Sample 5 percent elongation: 58.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1276 in^2
Sample 6 Ultimate Strength Actual: 384 lbs
Sample 6 percent elongation: 59.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2966.9 psi
Sample 2 Ultimate strength : 2959.7 psi
Sample 3 Ultimate strength: 2885.9 psi
Sample 4 Ultimate strength: 2966.2 psi
Sample 5 Ultimate strength: 2978.4 psi
Sample 6 Ultimate strength : 3009.4 psi
Ultimate Strength Average: 2961 psi
Percent Elongation Average: 57 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/9/2023