Summary for Test 2024-09-23-4-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000255 DEA: 081N7504 EFIS: 0823000045 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-138,189-21.4/R37.8,0.0/5.6 |
| Award Date | 06/12/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | SLURRY SEAL, TWO-COMPONENT PAINT TRAFFIC STRIPE, REPLACE AC SURFACING. |
| Location Description | SAN BERNARDINO COUNTY ON ROUTE 138 FROM BOLINGBROKE ROAD TO ROUTE 18 AND ON ROUTE 189 FROM ROUTE 18 TO ROUTE 173 |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 09/23/2024 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/23/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA A SP R15 | The quantity of what the sample constitutes | 24 BX HMA 2 QT PG64-10 2 BG CMB AG 1 BG CMB RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Maryanna |
| Last name of sampler or witnessed by | Landaverde | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0492A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-Corona | |
| 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 | 105793 | |
| 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: 2024-09-23-4
DIME Test ID: 2024-09-23-4-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-12-12
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Vince Onoh
Date of test: 09/27/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7350.8 grams
Mass of oven-dry sample in air for Sample 1: 2588.5 grams
Mass of container filled with the sample and water for Sample 1: 8920.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.542
Theoretical maximum density at 25°C (77°F): 2534.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2024 ✔