Summary for Test 2024-05-17-43-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995233 DEA: 120U1804 EFIS: 1223000052 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22,55-R3.3/R13.2,12.7/13.0 |
| Award Date | 12/22/2023 |
| Closeout Date | 04/17/2025 |
| Work Description | COLD PLANE AND REPLACE EXISTING PAVEMENT WITH RHMA AND HMA. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 10/16/2023) |
Sample Information
| Sample Taken Date | 05/17/2024 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 05/17/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 3/4 HMA-A | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jimmy | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 24-0552 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Orange | 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 | 3/4 inch | Lot number | |
| Sublot number | 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: 2024-05-17-43
DIME Test ID: 2024-05-17-43-1
Testing Lab: CT D12 - Huntington Beach 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: 2024-07-01
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 05/22/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7309.0 grams
Mass of oven-dry sample in air for Sample 1: 2562.5 grams
Mass of container filled with the sample and water for Sample 1: 8845.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.497
Theoretical maximum density at 25°C (77°F): 155.4 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 2024TMSG-SP-0033 | 105.21 KB | 05/22/2024 | 2024-05-17-43-1 | Info |
Test was verified on 7/1/2024 ✔