Summary for Test 2025-01-10-42-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.8/R101.8 |
| Award Date | 02/07/2023 |
| Closeout Date | 08/29/2025 |
| Work Description | HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW. |
| Location Description | SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE |
| QA Service Level | 1 (Verified on 03/30/2023) |
Sample Information
| Sample Taken Date | 01/10/2025 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/21/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA-type A 300154-R25 LSM | The quantity of what the sample constitutes | 1 box, 2 Cores |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jared |
| Last name of sampler or witnessed by | Day | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Blue Diamond-Victorville | |
| 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 | 1 |
| Sublot number | 4 | HMA Mix Number | 300154 |
| 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: 2025-01-10-42
DIME Test ID: 2025-01-10-42-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2025-01-24
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Julius E.
Date of test: 01/22/2025
Specific Gravity for Sample 1: 2.480
Theoretical maximum density at 25°C (77°F): 2473 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/24/2025 ✔