Summary for Test 2025-09-13-9-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000004 DEA: 033H5604 EFIS: 0318000014 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA,NEV-20,80-VAR |
| Award Date | 05/10/2024 |
| Closeout Date | Not set |
| Work Description | STRUCTURAL CONC, BAR REINFORCING STEEL, BRIDGE REMOVAL, HMA, AND JPCP. |
| Location Description | PLACER AND NEVADA COUNTIES NEAR CISCO GROVE ON ROUTE 80 FROM 0.4 MILE WEST OF LAKE VALLEY OVERCROSSING TO 0.9 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD AND ON ROUTE 20 AT YUBA PASS SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 09/13/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 09/30/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA w/ 25% RAP |
| The quantity of what the sample constitutes | 2 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eddie | Last name of sampler or witnessed by | Paniagua |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2025-09-13-6 | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | 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 | 1 |
| Sublot number | 3 | HMA Mix Number | 30940432407V |
| Binder content (%) | 4.7 | Virgin binder PG | |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 15 | WMA Additives | |
| Antistrip type |
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: 2025-09-13-9
DIME Test ID: 2025-09-13-9-1
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: 2025-10-03
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 10/02/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7342.7 grams
Mass of oven-dry sample in air for Sample 1: 2627.9 grams
Mass of container filled with the sample and water for Sample 1: 8955.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.590
Theoretical maximum density at 25°C (77°F): 2582 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2025 ✔