Summary for Test 2019-01-09-3-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213234 DEA: 060V4704 EFIS: 0616000180 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41,168-Var |
| Award Date | 06/01/2018 |
| Closeout Date | 12/04/2019 |
| Work Description | CONCRETE POLYESTER OVERLAY AND CONSTRUCT APPROACH SLABS. |
| Location Description | FRESNO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
| Sample Taken Date | 01/09/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/09/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 1 tanker & 26 totes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Nunes | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Kwik bond and Reichhold |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1161103 |
|---|---|---|---|
| Batch Number | 1161103 | Mix number | 1161103 |
Test Details
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DIME Sample ID: 2019-01-09-3
DIME Test ID: 2019-01-09-3-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-02-12
Test Results
Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 01/17/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.268 in
Sample 1 Area: 0.1318 in^2
Sample 1 Ultimate Strength Actual: 349.1 lbs
Sample 1 percent elongation: 55.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 2726 in^2
Sample 2 Ultimate Strength Actual: 337.2 lbs
Sample 2 percent elongation: 59.9 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1247 in^2
Sample 3 Ultimate Strength Actual: 307.4 lbs
Sample 3 percent elongation: 43.5 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1195 in^2
Sample 4 Ultimate Strength Actual: 298 lbs
Sample 4 percent elongation: 46.1 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.234 in
Sample 5 Area: 0.1151 in^2
Sample 5 Ultimate Strength Actual: 306.1 lbs
Sample 5 percent elongation: 52.9 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 337.8 lbs
Sample 6 percent elongation: 61.5 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2647 psi
Sample 2 Ultimate strength : 2726 psi
Sample 3 Ultimate strength: 2463 psi
Sample 4 Ultimate strength: 2492 psi
Sample 5 Ultimate strength: 2659 psi
Sample 6 Ultimate strength : 2746 psi
Ultimate Strength Average: 2622 psi
Percent Elongation Average: 53.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/11/2019 ✔