Summary for Test 2024-09-05-11-3
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-0.0/10.2 |
| Award Date | 02/28/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM. |
| Location Description | KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/02/2024) |
Sample Information
| Sample Taken Date | 09/05/2024 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 09/05/2024 |
| Sample type | Acceptance | A brief description of the sample | 19mm HMA A w 15percent rap |
| The quantity of what the sample constitutes | HMA- aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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) | 91-15-0068 |
|---|---|---|---|
| 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 | coldfeed | |
| 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 | 2 | |
| Sublot number | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-09-05-11
DIME Test ID: 2024-09-05-11-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-12-10
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Ayman Nabulsi
Date of test: 09/12/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7351.3 grams
Mass of oven-dry sample in air for Sample 1: 2556.1 grams
Mass of container filled with the sample and water for Sample 1: 8836.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.388
Theoretical maximum density at 25°C (77°F): 2381 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2024 ✔