Summary for Test 2024-10-31-26-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994378 DEA: 040K6304 EFIS: 0416000111 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-16.4/19.0 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING. |
| Location Description | NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG |
| QA Service Level | 1 (Verified on 10/27/2022) |
Sample Information
| Sample Taken Date | 10/31/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 11/01/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4"HMA+25%RAP |
| The quantity of what the sample constitutes | 20 Boxes of 3/4"HMA Mix | 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_899 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Vallejo Drier Drum 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220304 | |
| 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: 2024-10-31-26
DIME Test ID: 2024-10-31-26-1
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: 2024-11-12
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: Jacob Vega
Date of test: 11/04/2024
Specific Gravity for Sample 1: 2.490
Specific Gravity for Sample 2: 2.485
Average Specific Gravity: 2.487
Theoretical maximum density at 25°C (77°F): 2480 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Production Start-Up
Test was verified on 11/12/2024 ✔