Summary for Test 2024-07-08-45-6
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 19 DEA: 010A7704 EFIS: 0100020390 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-21.0/21.5 |
| Award Date | Not set |
| Closeout Date | 04/09/2013 |
| Work Description | Repair Slipout |
| Location Description | Near Crescent City from Crushing Creek Viaduct to .5 miles of the viaduct |
| QA Service Level | 1 (Verified on 03/07/2011) |
Sample Information
| Sample Taken Date | 07/08/2024 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/09/2024 | Sample type | Quality Assurance |
| A brief description of the sample | AC Drum Aggregate | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | IGNACIO |
| Last name of sampler or witnessed by | ARECHIGA | Title of sampler | QC Manager |
| Telephone number of sampler | 5102077252 | Laboratory sample identification | Rich_24_ 081 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dutra Materials Richmond | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-21-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA 15% Rap | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | L210140WMA | Lot number | 1 |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-07-08-45
DIME Test ID: 2024-07-08-45-6
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: 2024-07-15
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/09/2024
Specific Gravity for Sample 1: 2.44
Theoretical maximum density at 25°C (77°F): 2.4 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 1 Second Sample
Test was verified on 7/15/2024 ✔