Summary for Test 2024-08-23-37-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995059 DEA: 081G6404 EFIS: 0816000046 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-395-R4.0/49.0 |
| Award Date | 10/25/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AC PVMT AND RHMA. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 15/395 SEPARATION TO 3.1 MILES NORTH OF ROUTE 58/395 SEPARATION |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 08/23/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/26/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA A SP R25 1.0% LSM | The quantity of what the sample constitutes | 26 BOX HMA 2 QTS PG58-165 5 BAGS CMB LT AGG, 1 BAG CMB RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Idris |
| Last name of sampler or witnessed by | Najjar | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0428A-24 | |
| 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 | |
| Sublot number | HMA Mix Number | 300154 R25 LSM | |
| 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: 2024-08-23-37
DIME Test ID: 2024-08-23-37-1
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-12-10
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: Antonio Torres
Date of test: 08/29/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7327.9 grams
Mass of oven-dry sample in air for Sample 1: 2567.8 grams
Mass of container filled with the sample and water for Sample 1: 8858.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.476
Theoretical maximum density at 25°C (77°F): 2469 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2024 ✔