Summary for Test 2020-10-09-12-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214903 DEA: 074W5404 EFIS: 0719000003 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14,138-VAR |
| Award Date | 05/29/2020 |
| Closeout Date | 03/15/2021 |
| Work Description | POLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/15/2021) |
Sample Information
| Sample Taken Date | 10/09/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/09/2020 | 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 | Daniel |
| Last name of sampler or witnessed by | Tikusis | Title of sampler | Technical Director |
| Telephone number of sampler | 707-330-9227 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | |
| 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) | 1283100 |
|---|---|---|---|
| Batch Number | 1283100 | Mix number | 1283100 |
Test Details
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DIME Sample ID: 2020-10-09-12
DIME Test ID: 2020-10-09-12-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-21
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/21/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1224 in^2
Sample 1 Ultimate Strength Actual: 374.6 lbs
Sample 1 percent elongation: 58.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1253 in^2
Sample 2 Ultimate Strength Actual: 396.6 lbs
Sample 2 percent elongation: 47.6 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 389.1 lbs
Sample 3 percent elongation: 61 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1229 in^2
Sample 4 Ultimate Strength Actual: 394.6 lbs
Sample 4 percent elongation: 52.3 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.481 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1183 in^2
Sample 5 Ultimate Strength Actual: 370.2 lbs
Sample 5 percent elongation: 21 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.245 in
Sample 6 Area: 0.1178 in^2
Sample 6 Ultimate Strength Actual: 361 lbs
Sample 6 percent elongation: 42.3 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3060.5 psi
Sample 2 Ultimate strength : 3165.2 psi
Sample 3 Ultimate strength: 3202.5 psi
Sample 4 Ultimate strength: 3210.7 psi
Sample 5 Ultimate strength: 3129.3 psi
Sample 6 Ultimate strength : 3064.5 psi
Ultimate Strength Average: 3139 psi
Percent Elongation Average: 47 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2020 ✔