Summary for Test 2024-04-18-70-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994325 DEA: 044J4904 EFIS: 0415000356 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-13-6.7/7.2 |
| Award Date | 01/09/2023 |
| Closeout Date | 11/27/2024 |
| Work Description | CONSTRUCT CONCRETE BARRIERS AND BARRIER SLAB, COLD PLANE AND OVERLAY. |
| Location Description | ALAMEDA COUNTY IN OAKLAND FROM 0.2 MILE NORTH OF LINCOLN AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF PARK BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
| Sample Taken Date | 04/18/2024 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2-INCH RHMA-G |
| The quantity of what the sample constitutes | LOT 1 SUBLOT 3 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | HALL |
| Title of sampler | Lab Technician | Telephone number of sampler | 7072999133 |
| Laboratory sample identification | Con_24_254 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | De Silva Gates Sunol | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 3 | HMA Mix Number | MD 6668 |
| 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: 2024-04-18-70
DIME Test ID: 2024-04-18-70-1
Testing Lab: CT D04 - Concord 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: 2024-05-24
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: Jacob Vega
Date of test: 05/02/2024
Specific Gravity for Sample 1: 2.425
Theoretical maximum density at 25°C (77°F): 2418 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Theoretical Maximum Density= 2.418
Test was verified on 5/24/2024 ✔