Summary for Test 2020-02-18-2-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213829 DEA: 074W4604 EFIS: 0718000291 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14,405,710-Various |
| Award Date | 02/20/2019 |
| Closeout Date | 08/28/2020 |
| Work Description | REPLACE STR APPROACH SLABS AND PLACE DECK POLYESTER CONCRETE OVERLAY. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/30/2019) |
Sample Information
| Sample Taken Date | 02/18/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/18/2020 | 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 | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1233722 |
|---|---|---|---|
| Batch Number | 1233722 | Mix number | 1233722 |
Test Details
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DIME Sample ID: 2020-02-18-2
DIME Test ID: 2020-02-18-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-03-09
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/09/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1266 in^2
Sample 1 Ultimate Strength Actual: 343 lbs
Sample 1 percent elongation: 64.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.27 in
Sample 2 Area: 0.1318 in^2
Sample 2 Ultimate Strength Actual: 326 lbs
Sample 2 percent elongation: 55.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.272 in
Sample 3 Area: 0.1327 in^2
Sample 3 Ultimate Strength Actual: 351 lbs
Sample 3 percent elongation: 59.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.262 in
Sample 4 Area: 0.1281 in^2
Sample 4 Ultimate Strength Actual: 334 lbs
Sample 4 percent elongation: 61.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.268 in
Sample 5 Area: 0.1308 in^2
Sample 5 Ultimate Strength Actual: 351 lbs
Sample 5 percent elongation: 63.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1279 in^2
Sample 6 Ultimate Strength Actual: 355 lbs
Sample 6 percent elongation: 63.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2709.3 psi
Sample 2 Ultimate strength : 2473.4 psi
Sample 3 Ultimate strength: 2645.1 psi
Sample 4 Ultimate strength: 2607.3 psi
Sample 5 Ultimate strength: 2683.5 psi
Sample 6 Ultimate strength : 2775.6 psi
Ultimate Strength Average: 2649 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2020 ✔