Summary for Test 2021-09-28-1-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215704 DEA: 020J9104 EFIS: 0219000174 |
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DIST-CO-RTE-PM | 02-LAS,MOD,SHA-89,139,299-VAR |
Award Date | 06/03/2021 |
Closeout Date | 08/08/2022 |
Work Description | REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS. |
Location Description | LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 05/03/2021) |
Sample Information
Sample Taken Date | 09/28/2021 | Sample Unique Key | 1 |
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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 testing | 09/28/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1361243 |
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Batch number | 1361243 | Mix number | 1361243 |
Test Details
DIME Sample ID: 2021-09-28-1
DIME Test ID: 2021-09-28-1-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.493 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1252 in^2
Sample 1 Ultimate Strength Actual: 386.4 lbs
Sample 1 percent elongation: 56.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 342.1 lbs
Sample 2 percent elongation: 45.4 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 372 lbs
Sample 3 percent elongation: 54.4 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1193 in^2
Sample 4 Ultimate Strength Actual: 356.6 lbs
Sample 4 percent elongation: 54.7 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.234 in
Sample 5 Area: 0.1149 in^2
Sample 5 Ultimate Strength Actual: 332.9 lbs
Sample 5 percent elongation: 52.9 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1235 in^2
Sample 6 Ultimate Strength Actual: 328.3 lbs
Sample 6 percent elongation: 37.1 %
Sample 6 Time: 2 MM:SS
Sample 1 Ultimate strength: 3086.3 psi
Sample 2 Ultimate strength : 2706.5 psi
Sample 3 Ultimate strength: 3036.7 psi
Sample 4 Ultimate strength: 2989.1 psi
Sample 5 Ultimate strength: 2897.3 psi
Sample 6 Ultimate strength : 2658.3 psi
Ultimate Strength Average: 2896 psi
Percent Elongation Average: 50 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2021 ✔