Summary for Test 2024-10-17-10-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995201 DEA: 061G3104 EFIS: 0623000239 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-178-20.6/21.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Roadway / retaining wall / slope repairs |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/06/2023) |
Sample Information
| Sample Taken Date | 10/17/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/17/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4" HMA type A |
| The quantity of what the sample constitutes | 3/4" HMA type A PG 64-16 RAP25% | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number |
Test Details
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DIME Sample ID: 2024-10-17-10
DIME Test ID: 2024-10-17-10-1
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: 2024-10-17
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: Neale Brown
Date of test: 10/17/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7326.7 grams
Mass of oven-dry sample in air for Sample 1: 2550.7 grams
Mass of container filled with the sample and water for Sample 1: 8878.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.554
Theoretical maximum density at 25°C (77°F): 2547 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G3104_37000_241017_L1SL01_T209_HMA | 39.80 KB | 10/17/2024 | 2024-10-17-10-1 | Info |
Test was verified on 10/17/2024 ✔