Summary for Test 2022-02-21-24-4
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 | 02/21/2022 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/22/2022 | 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 | Gilberto |
| Last name of sampler or witnessed by | Gonzalez | Title of sampler | QC Technician |
| Telephone number of sampler | 7076245467 | 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) | 1388915 |
|---|---|---|---|
| Batch Number | 1388915 | Mix number | 1388915 |
Test Details
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DIME Sample ID: 2022-02-21-24
DIME Test ID: 2022-02-21-24-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 05/11/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1169 in^2
Sample 1 Ultimate Strength Actual: 410 lbs
Sample 1 percent elongation: 59 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.235 in
Sample 2 Area: 0.1152 in^2
Sample 2 Ultimate Strength Actual: 409 lbs
Sample 2 percent elongation: 68 %
Sample 2 Time: 5 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1193 in^2
Sample 3 Ultimate Strength Actual: 403 lbs
Sample 3 percent elongation: 57 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.237 in
Sample 4 Area: 0.1159 in^2
Sample 4 Ultimate Strength Actual: 390 lbs
Sample 4 percent elongation: 54 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 384 lbs
Sample 5 percent elongation: 53 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 362 lbs
Sample 6 percent elongation: 52 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3507.3 psi
Sample 2 Ultimate strength : 3550.3 psi
Sample 3 Ultimate strength: 3378 psi
Sample 4 Ultimate strength: 3365 psi
Sample 5 Ultimate strength: 3192 psi
Sample 6 Ultimate strength : 2943.1 psi
Ultimate Strength Average: 3323 psi
Percent Elongation Average: 57 %
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Test was verified on 5/13/2022 ✔