Summary for Test 2024-11-09-3-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-46.0/47.0 |
| Award Date | 02/10/2023 |
| Closeout Date | Not set |
| Work Description | RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL. |
| Location Description | BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 11/09/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 11/12/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 6 Boxes |
| The quantity of what the sample constitutes | 3/4" HMA w/ 15% RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Atterberry |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Daily 24-265 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C694553 |
| 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 | 3 |
| Sublot number | 1 | HMA Mix Number | |
| 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
DIME Sample ID: 2024-11-09-3
DIME Test ID: 2024-11-09-3-1
Testing Lab: CT D03 - Olivehurst Northern 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: 2024-11-13
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: Joshua Wilson
Date of test: 11/13/2024
Specific Gravity for Sample 1: 2.575
Theoretical maximum density at 25°C (77°F): 3 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/13/2024 ✔
