Summary for Test 2024-06-20-108-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995255 DEA: 041J9604 EFIS: 0414000403 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-22.8/33.0,45.0/50.5 |
| Award Date | 02/13/2024 |
| Closeout Date | 03/03/2026 |
| Work Description | COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS. |
| Location Description | MARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES |
| QA Service Level | 1 (Verified on 10/18/2023) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 108 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/20/2024 | Sample type | Independent Assurance |
| A brief description of the sample | HMA Hot mix | The quantity of what the sample constitutes | 2 boxes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | IGNACIO |
| Last name of sampler or witnessed by | ARECHIGA | Title of sampler | |
| Telephone number of sampler | 5102077252 | Laboratory sample identification | Rich_24_077 |
| Linked DIME Sample ID | 2024-06-17-80 | The fabricator/manufacturer/facility name | 700SWP-16 |
| 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 | 1 |
| Sublot number | 1 | 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: 2024-06-20-108
DIME Test ID: 2024-06-20-108-1
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: 2024-06-26
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: IGNACIO ARECHIGA
Date of test: 06/25/2024
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: 2534.5 grams
Mass of container filled with the sample and water for Sample 1: 8932.5 grams
Mass of container filled with water 2: 7378.0 grams
Mass of oven-dry sample in air for Sample 2: 2590.3 grams
Mass of container filled with the sample and water for Sample 2: 8969.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.586
Specific Gravity for Sample 2: 2.593
Average Specific Gravity: 2.590
Theoretical maximum density at 25°C (77°F): 2582 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 1 Field Sample
Test was verified on 6/26/2024 ✔