Summary for Test 2023-05-13-13-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995045 DEA: 044Y9904 EFIS: 0423000474 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-580-1.3 |
| Award Date | Not set |
| Closeout Date | 05/03/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 05/13/2023 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 09/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Polyester Resin |
| The quantity of what the sample constitutes | 1 gallon can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Al | Last name of sampler or witnessed by | Barbera |
| Title of sampler | lab director | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sika | Transportation Laboratory (TL) Number | 23-102 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1700-17 |
|---|---|---|---|
| Batch number | 170017 | Mix number | 3769 |
Test Details
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DIME Sample ID: 2023-05-13-13
DIME Test ID: 2023-05-13-13-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-06
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Tom Dang
Date of test: 03/02/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.5 in
Sample 1 Thickness: 0.2 in
Sample 1 Area: 0.1 in^2
Sample 1 Ultimate Strength Actual: 268 lbs
Sample 1 percent elongation: 39.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.5 in
Sample 2 Thickness: 0.194 in
Sample 2 Area: 0.097 in^2
Sample 2 Ultimate Strength Actual: 270.63 lbs
Sample 2 percent elongation: 39.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.5 in
Sample 3 Thickness: 0.182 in
Sample 3 Area: 0.091 in^2
Sample 3 Ultimate Strength Actual: 255.71 lbs
Sample 3 percent elongation: 35.2 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.5 in
Sample 4 Thickness: 0.194 in
Sample 4 Area: 0.097 in^2
Sample 4 Ultimate Strength Actual: 269.66 lbs
Sample 4 percent elongation: 40.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.5 in
Sample 5 Thickness: 0.197 in
Sample 5 Area: 0.0985 in^2
Sample 5 Ultimate Strength Actual: 258.07 lbs
Sample 5 percent elongation: 45.8 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2680 psi
Sample 2 Ultimate strength : 2790 psi
Sample 3 Ultimate strength: 2810 psi
Sample 4 Ultimate strength: 2780 psi
Sample 5 Ultimate strength: 2620 psi
Ultimate Strength Average: 2736 psi
Percent Elongation Average: 40 %
General comments (publicly viewable) (Max 1000 characters): accepted vendor's results
Test was verified on 10/6/2023 ✔