Summary for Test 2024-09-17-123-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 09/17/2024 | Sample Unique Key | 123 |
|---|---|---|---|
| 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 | 09/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
| The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | PET-24-435-436 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | DUTRA | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 12 |
| Sublot number | 2 | HMA Mix Number | |
| 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: 2024-09-17-123
DIME Test ID: 2024-09-17-123-2
Testing Lab: CT D04 - Petaluma 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: 2024-10-30
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: Anthony Valdez
Date of test: 09/19/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7388.5 grams
Mass of oven-dry sample in air for Sample 1: 2534.3 grams
Mass of container filled with the sample and water for Sample 1: 8901.9 grams
Mass of container filled with water 2: 7388.5 grams
Mass of oven-dry sample in air for Sample 2: 2549.5 grams
Mass of container filled with the sample and water for Sample 2: 8910.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.482
Specific Gravity for Sample 2: 2.482
Average Specific Gravity: 2.482
Theoretical maximum density at 25°C (77°F): 2475 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/30/2024 ✔