Summary for Test 2024-07-08-45-7
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 |
|---|---|---|---|
| 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 | 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: 2024-07-08-45-7
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: 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: 07/09/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7378 grams
Mass of oven-dry sample in air for Sample 1: 2595.3 grams
Mass of container filled with the sample and water for Sample 1: 8915.6 grams
Mass of container filled with water: 7378 grams
Mass of oven-dry sample in air for Sample 2: 2595.3 grams
Mass of container filled with the sample and water for Sample 2: 8915.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.454
Specific Gravity for Sample 2: 2.454
Average Specific Gravity: 2.454
Theoretical maximum density at 25°C (77°F): 2446.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 2
Test was verified on 7/15/2024 ✔