Summary for Test 2024-04-17-86-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993424 DEA: 04281204 EFIS: 0400000769 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29,221-5.5/6.7,0.0/0.2 |
| Award Date | 03/21/2022 |
| Closeout Date | Not set |
| Work Description | HMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS. |
| Location Description | NAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29 |
| QA Service Level | 1 (Verified on 12/08/2021) |
Sample Information
| Sample Taken Date | 04/17/2024 | Sample Unique Key | 86 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/20/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4-INCH HMA Type A and B | The quantity of what the sample constitutes | LOT 7 SUBLOT 6 |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Nick |
| Last name of sampler or witnessed by | HALL | Title of sampler | Lab Technician |
| Telephone number of sampler | 7072999133 | Laboratory sample identification | Con_24_243 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Lake Herman Quarry | |
| 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 | 7 |
| Sublot number | 6 | HMA Mix Number | 220991W |
| 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: 2024-04-17-86
DIME Test ID: 2024-04-17-86-1
Testing Lab: CT D04 - Concord 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: 2024-05-24
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: Jacob Vega
Date of test: 04/20/2024
Specific Gravity for Sample 1: 2.463
Theoretical maximum density at 25°C (77°F): 2456 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Theoretical maximum density= 2.456
Test was verified on 5/24/2024 ✔