Summary for Test 2024-09-22-8-9
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995067 DEA: 11430394 EFIS: 1118000115 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.9/25.1 |
| Award Date | 11/03/2023 |
| Closeout Date | Not set |
| Work Description | WIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE NORTH OF ROUTE 805/52 SEPARATION TO 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/19/2023) |
Sample Information
| Sample Taken Date | 09/22/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 09/25/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU Aggs |
| The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | 6193804522 | |
| Laboratory sample identification | 1001-PSU | Linked DIME Sample ID | 2024-09-22-7 |
| The fabricator/manufacturer/facility name | Martin Marietta | 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) | N/A |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-09-22-8
DIME Test ID: 2024-09-22-8-9
Testing Lab: CT D11 - District 11 Materials 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: 2024-10-07
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 10/07/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1542.7 grams
Mass of container filled with the sample and water for Sample 1: 8360.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.346
Theoretical maximum density at 25°C (77°F): 146.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): RAP
Test was verified on 10/7/2024 ✔