Summary for Test 2019-02-04-3-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213303 DEA: 042K0004 EFIS: 0416000340 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-37,80,113-Var |
| Award Date | 06/11/2018 |
| Closeout Date | 12/18/2019 |
| Work Description | TREAT BRIDGE DECKS WITH METHACRYLATE AND REPLACE JOINT SEALS. |
| Location Description | SOLANO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/17/2018) |
Sample Information
| Sample Taken Date | 02/04/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/04/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 2 tankers |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 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 | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1163885 |
|---|---|---|---|
| Batch Number | 1163885 | Mix number | 1163885 |
Test Details
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DIME Sample ID: 2019-02-04-3
DIME Test ID: 2019-02-04-3-2
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: Measured
Tester's full name: Larry McCrum
Date of test: 02/06/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.493 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 372.8 lbs
Sample 1 percent elongation: 62.5 %
Sample 1 Time: 5 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1218 in^2
Sample 2 Ultimate Strength Actual: 369.8 lbs
Sample 2 percent elongation: 64.3 %
Sample 2 Time: 5 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 355.9 lbs
Sample 3 percent elongation: 65.5 %
Sample 3 Time: 5 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1196 in^2
Sample 4 Ultimate Strength Actual: 340 lbs
Sample 4 percent elongation: 59.4 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.126 in^2
Sample 5 Ultimate Strength Actual: 372.5 lbs
Sample 5 percent elongation: 62.5 %
Sample 5 Time: 5 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: 351.7 lbs
Sample 6 percent elongation: 62.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3001.6 psi
Sample 2 Ultimate strength : 3036.1 psi
Sample 3 Ultimate strength: 2970.8 psi
Sample 4 Ultimate strength: 2842.8 psi
Sample 5 Ultimate strength: 2956.3 psi
Sample 6 Ultimate strength : 2859.3 psi
Ultimate Strength Average: 2944 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Time for sample 6 not recorded.
Test was verified on 2/12/2019 ✔