Summary for Test 2024-11-19-34-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | 01/04/2022 |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 11/19/2024 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/20/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 RHMA-G WMA | The quantity of what the sample constitutes | 32 Boxes of HMA |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jose Leon |
| Last name of sampler or witnessed by | Amparan | Title of sampler | QA LabTechnician |
| Telephone number of sampler | 8317060175 | Laboratory sample identification | Rich_24_158 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | |
| Transportation Laboratory (TL) Number | 290-1119-1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Hwy 80 Gillman ST | |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 2 |
| Sublot number | 1 | HMA Mix Number | 226120D |
| 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: 2024-11-19-34
DIME Test ID: 2024-11-19-34-1
Testing Lab: CT D04 - Richmond 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: 2024-12-19
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jose Leon Amparan
Date of test: 11/20/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7378.0 grams
Mass of oven-dry sample in air for Sample 1: 2520.3 grams
Mass of container filled with the sample and water for Sample 1: 8846.8 grams
Mass of container filled with water 2: 7378.0 grams
Mass of oven-dry sample in air for Sample 2: 2540.1 grams
Mass of container filled with the sample and water for Sample 2: 8859.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.397
Specific Gravity for Sample 2: 2.399
Average Specific Gravity: 2.398
Theoretical maximum density at 25°C (77°F): 149.3 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): PSU
Test was verified on 12/19/2024 ✔