Summary for Test 2020-08-21-11-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214851 DEA: 081K2204 EFIS: 0819000002 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10,15-Various |
| Award Date | 05/12/2020 |
| Closeout Date | 08/10/2021 |
| Work Description | STRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/07/2020) |
Sample Information
| Sample Taken Date | 08/21/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2020 | Sample type | Quality Control |
| A brief description of the sample | 1 Gallon | The quantity of what the sample constitutes | 10 Tankers |
| 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 | 7073309227 | 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) | 1272848 |
|---|---|---|---|
| Batch Number | 1272848 | Mix number | 1272848 |
Test Details
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DIME Sample ID: 2020-08-21-11
DIME Test ID: 2020-08-21-11-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.27 in
Sample 1 Area: 0.1299 in^2
Sample 1 Ultimate Strength Actual: 352.7 lbs
Sample 1 percent elongation: 40.3 %
Sample 1 Time: 2 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.268 in
Sample 2 Area: 0.1289 in^2
Sample 2 Ultimate Strength Actual: 362.4 lbs
Sample 2 percent elongation: 49 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.265 in
Sample 3 Area: 0.1275 in^2
Sample 3 Ultimate Strength Actual: 390.8 lbs
Sample 3 percent elongation: 49.1 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1241 in^2
Sample 4 Ultimate Strength Actual: 392 lbs
Sample 4 percent elongation: 42 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1253 in^2
Sample 5 Ultimate Strength Actual: 398.8 lbs
Sample 5 percent elongation: 47.5 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 396.8 lbs
Sample 6 percent elongation: 43.7 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2715.2 psi
Sample 2 Ultimate strength : 2811.5 psi
Sample 3 Ultimate strength: 3065.1 psi
Sample 4 Ultimate strength: 3158.7 psi
Sample 5 Ultimate strength: 3182.8 psi
Sample 6 Ultimate strength : 3184.6 psi
Ultimate Strength Average: 3020 psi
Percent Elongation Average: 45 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔