Summary for Test 2024-10-28-28-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994797 DEA: 040Y2004 EFIS: 0422000256 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-R7.8/11.0,18.6/21.0 |
| Award Date | 06/23/2023 |
| Closeout Date | 02/02/2026 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA, AND REPLACE PCC SLABS. |
| Location Description | ALAMEDA COUNTY IN AND NEAR LIVERMORE AND PLEASANTON FROM 0.2 MILE EAST OF GREENVILLE OVERHEAD TO 0.3 MILE WEST OF FIRST STREET OVERCROSSING AND FROM 0.2 MILE EAST OF HACIENDA DRIVE OVERCROSSING TO 0.4 MILE EAST OF SAN RAMON ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/11/2023) |
Sample Information
| Sample Taken Date | 10/28/2024 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4"HMA w/25% RAP | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Scott |
| Last name of sampler or witnessed by | Sowko | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| Transportation Laboratory (TL) Number | C031233 | 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 | 1 | 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: 2024-10-28-28
DIME Test ID: 2024-10-28-28-1
Testing Lab: CT D04 - Pleasanton 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: 2024-11-04
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: Robert Lohman
Date of test: 11/01/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7335.6 grams
Mass of oven-dry sample in air for Sample 1: 2524.5 grams
Mass of container filled with the sample and water for Sample 1: 8855.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.513
Theoretical maximum density at 25°C (77°F): 2506 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Core 4A, 4B, 4C, 5A
Test was verified on 11/4/2024 ✔