Summary for Test 2024-06-10-80-3
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995155 DEA: 040Q8104 EFIS: 0418000158 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-121-16.0 |
| Award Date | 12/29/2023 |
| Closeout Date | 01/09/2025 |
| Work Description | REPAIR PAVEMENT, REPLACE DRAINAGE SYSTEMS, AND REPLACE GUARDRAIL. |
| Location Description | NAPA COUNTY AT CIRCLE OAKS AT WOODEN VALLEY ROAD |
| QA Service Level | 1 (Verified on 11/06/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 06/10/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA 15%rap RAP |
| The quantity of what the sample constitutes | Production Startup first 750 tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Ringler |
| Title of sampler | Lab Technician | Telephone number of sampler | 7078161520 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Vallejo Batch Plant | 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 | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 320914 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-06-10-80
DIME Test ID: 2024-06-10-80-3
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: 2024-06-17
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Nicholas Hall
Date of test: 06/14/2024
Specific Gravity for Sample 1: 2.423
Specific Gravity for Sample 2: 2.416
Average Specific Gravity: 2.420
Theoretical maximum density at 25°C (77°F): 2413 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2024 ✔