Summary for Test 2021-11-03-22-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215518 DEA: 074W7704 EFIS: 0719000274 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-R0.6/R29.4 |
| Award Date | 04/14/2021 |
| Closeout Date | 10/06/2022 |
| Work Description | METHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
| Sample Taken Date | 11/03/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/03/2021 | 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 | 7073309227 | 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) | 1368360 |
|---|---|---|---|
| Batch Number | 1368360 | Mix number | 1368360 |
Test Details
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DIME Sample ID: 2021-11-03-22
DIME Test ID: 2021-11-03-22-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-11-19
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Paul Henderson
Date of test: 11/09/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 459.3 lbs
Sample 1 percent elongation: 56.43 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 450.72 lbs
Sample 2 percent elongation: 59.54 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 451.29 lbs
Sample 3 percent elongation: 59.99 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1259 in^2
Sample 4 Ultimate Strength Actual: 458.63 lbs
Sample 4 percent elongation: 58.82 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1262 in^2
Sample 5 Ultimate Strength Actual: 470.78 lbs
Sample 5 percent elongation: 63.91 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3698.1 psi
Sample 2 Ultimate strength : 3600 psi
Sample 3 Ultimate strength: 3576 psi
Sample 4 Ultimate strength: 3642.8 psi
Sample 5 Ultimate strength: 3730.4 psi
Ultimate Strength Average: 3649 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 11/19/2021 ✔