Summary for Test 2024-11-05-49-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994226 DEA: 042K7004 EFIS: 0417000010 COOP: 042895 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-R0.0/11.8 |
| Award Date | 07/13/2023 |
| Closeout Date | Not set |
| Work Description | Cold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE) |
| Location Description | ALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/13/2022) |
Sample Information
| Sample Taken Date | 11/05/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 11/05/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 751-1500 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Luis | Last name of sampler or witnessed by | Magana |
| Title of sampler | Telephone number of sampler | 2092250104 | |
| Laboratory sample identification | ACRiceCore Lot 8 SL 7 110424 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan-Pleasanton | 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 | 8 |
| Sublot number | 7 | HMA Mix Number | D04 JMF 24 028 |
| 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
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: 2024-11-05-49
DIME Test ID: 2024-11-05-49-1
Testing Lab: CT D04 - Hayward 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: 2024-11-26
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Henry Concepcion
Date of test: 11/13/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7348.0 grams
Mass of oven-dry sample in air for Sample 1: 1575.2 grams
Mass of container filled with the sample and water for Sample 1: 8270.8 grams
Mass of container filled with water 2: 7348.0 grams
Mass of oven-dry sample in air for Sample 2: 1650.2 grams
Mass of container filled with the sample and water for Sample 2: 8311.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.414
Specific Gravity for Sample 2: 2.404
Average Specific Gravity: 2.409
Theoretical maximum density at 25°C (77°F): 2402 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 8 Sublot 7
Test was verified on 11/26/2024 ✔