Summary for Test 2025-06-05-59-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 06/05/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/06/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA | The quantity of what the sample constitutes | 4 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jesus |
| Last name of sampler or witnessed by | Tostado | Title of sampler | Lab Technician |
| Telephone number of sampler | Laboratory sample identification | 25-H-116 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Materials Vernalis | |
| Transportation Laboratory (TL) Number | 042628 | 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 | 20 | HMA Mix Number | 24J01 |
| 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: 2025-06-05-59
DIME Test ID: 2025-06-05-59-1
Testing Lab: CT D10 - District 10 Materials 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: 2025-06-18
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 06/09/2025
Specific Gravity for Sample 1: 2.471
Theoretical maximum density at 25°C (77°F): 153.8 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2025 ✔