Summary for Test 2024-08-05-26-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000010 DEA: 061F8904 EFIS: 0623000107 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-4.0/5.5 |
| Award Date | 03/20/2024 |
| Closeout Date | 05/09/2025 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY |
| QA Service Level | 1 (Verified on 01/08/2024) |
Sample Information
| Sample Taken Date | 08/05/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/05/2024 |
| Sample type | Acceptance | A brief description of the sample | 1/2" HMA type A |
| The quantity of what the sample constitutes | L1SL5 | From where was the sample collected | Source |
| First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Hall |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jaxon Baker/Deer Creek | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 5 | HMA Mix Number | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-08-05-26
DIME Test ID: 2024-08-05-26-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-08-06
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 08/05/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7318.7 grams
Mass of oven-dry sample in air for Sample 1: 1567.7 grams
Mass of container filled with the sample and water for Sample 1: 8298.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.664
Theoretical maximum density at 25°C (77°F): 2656 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F8904_37014_240805_L1SL05_T209 | 39.92 KB | 08/06/2024 | 2024-08-05-26-1 | Info |
Test was verified on 8/6/2024 ✔