Summary for Test 2023-08-11-45-3

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 Date08/11/2023 Sample Unique Key45
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 testing08/14/2023
Sample typeQuality Control A brief description of the sample1 gallon can
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 sampler17076245467
Laboratory sample identification943821 Linked DIME Sample ID943821
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)1484645
Batch number1484645 Mix number1484645

Test Details

DIME Sample ID: 2023-08-11-45
DIME Test ID: 2023-08-11-45-3
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: Linda Bergstrom
Date of test: 08/16/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 403.4 lbs
Sample 1 percent elongation: 68.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1203 in^2
Sample 2 Ultimate Strength Actual: 400.5 lbs
Sample 2 percent elongation: 67.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1186 in^2
Sample 3 Ultimate Strength Actual: 401.7 lbs
Sample 3 percent elongation: 68 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.241 in
Sample 4 Area: 0.1176 in^2
Sample 4 Ultimate Strength Actual: 409.1 lbs
Sample 4 percent elongation: 69.8 %
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: 393.1 lbs
Sample 5 percent elongation: 66.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.239 in
Sample 6 Area: 0.1166 in^2
Sample 6 Ultimate Strength Actual: 347 lbs
Sample 6 percent elongation: 57.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3361.7 psi
Sample 2 Ultimate strength : 3329.2 psi
Sample 3 Ultimate strength: 3387 psi
Sample 4 Ultimate strength: 3478.7 psi
Sample 5 Ultimate strength: 3147.3 psi
Sample 6 Ultimate strength : 2976 psi
Ultimate Strength Average: 3280 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 10/9/2023