Summary for Test 2024-12-02-25-1
Test performed: AASHTO T209-12Project 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 | Not set |
| 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 | 12/02/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 12/03/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 RHMA-G WMA |
| The quantity of what the sample constitutes | 4 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_160 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | Transportation Laboratory (TL) Number | |
| 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 | 2 | 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: 2024-12-02-25
DIME Test ID: 2024-12-02-25-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T209-12: 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 tests: 1
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: 12/03/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7378 grams
Mass of oven-dry sample in air for Sample 1: 2567.6 grams
Mass of container filled with the sample and water for Sample 1: 8868.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.384
Theoretical maximum density at 25°C (77°F): 148.4 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): L2 SL 2
Test was verified on 12/19/2024 ✔