Summary for Test 2024-04-06-13-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994327 DEA: 081G4704 EFIS: 0816000001 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-3.1/53.5 |
| Award Date | 04/06/2023 |
| Closeout Date | 10/05/2026 |
| Work Description | STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
| Sample Taken Date | 04/06/2024 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/08/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4"HMA A | The quantity of what the sample constitutes | 16 boxes of 3/4" Type A HMA with RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | G. |
| Last name of sampler or witnessed by | Ramirez | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 0163A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt Corona | |
| Transportation Laboratory (TL) Number | 7541-6002-4 | 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 | |
| Sublot number | HMA Mix Number | 105927 | |
| 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: 2024-04-06-13
DIME Test ID: 2024-04-06-13-1
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-05-17
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 04/09/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7328.7 grams
Mass of oven-dry sample in air for Sample 1: 2567.1 grams
Mass of container filled with the sample and water for Sample 1: 8882.7 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.534
Theoretical maximum density at 25°C (77°F): 2526.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2024 ✔