Summary for Test 2023-06-27-63-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994637
DEA: 022J9804
EFIS: 0221000155
DIST-CO-RTE-PM02-LAS,PLU,TEH-32,36,70,89,147,299,395-VAR
Award Date05/31/2023
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location DescriptionLASSEN, PLUMAS, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key63
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 testing06/28/2023
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 identification943810 Linked DIME Sample ID943810
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1478225
Batch number1478225 Mix number1478225

Test Details

DIME Sample ID: 2023-06-27-63
DIME Test ID: 2023-06-27-63-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-16

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 391 lbs
Sample 1 percent elongation: 66.7 %
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: 385 lbs
Sample 2 percent elongation: 66 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.122 in^2
Sample 3 Ultimate Strength Actual: 335 lbs
Sample 3 percent elongation: 56.2 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1242 in^2
Sample 4 Ultimate Strength Actual: 367 lbs
Sample 4 percent elongation: 63.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1254 in^2
Sample 5 Ultimate Strength Actual: 417 lbs
Sample 5 percent elongation: 73.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1247 in^2
Sample 6 Ultimate Strength Actual: 413 lbs
Sample 6 percent elongation: 73.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3148.1 psi
Sample 2 Ultimate strength : 3053.1 psi
Sample 3 Ultimate strength: 2745.9 psi
Sample 4 Ultimate strength: 2954.9 psi
Sample 5 Ultimate strength: 3325.4 psi
Sample 6 Ultimate strength : 3311.9 psi
Ultimate Strength Average: 3090 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/16/2023