Summary for Test 2024-02-29-29-11
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995013 DEA: 11424804 EFIS: 1116000068 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54-0/6.4 |
| Award Date | 05/30/2023 |
| Closeout Date | 08/21/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 02/29/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 03/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA JMF |
| The quantity of what the sample constitutes | 6 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 | ||
| Laboratory sample identification | 0301-JMF | Linked DIME Sample ID | 2024-02-29-28 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035 |
|---|---|---|---|
| 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: 2024-02-29-29
DIME Test ID: 2024-02-29-29-11
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: 2024-03-08
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: Daniel Smith / J Seymour
Date of test: 03/04/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7477.1 grams
Mass of oven-dry sample in air for Sample 1: 1568.8 grams
Mass of container filled with the sample and water for Sample 1: 8409.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.466
Theoretical maximum density at 25°C (77°F): 153.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): RAP Rice Complies Target 2.461 +/- .02 Tested 2.466
Test was verified on 3/8/2024 ✔