Summary for Test 2023-07-26-20-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994399 DEA: 09378704 EFIS: 0919000001 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-55.5/58.2 |
| Award Date | 12/22/2022 |
| Closeout Date | 12/22/2023 |
| Work Description | PARTIAL DEPTH RECYCLE AND HMA (TYPE A). |
| Location Description | MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167 |
| QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
| Sample Taken Date | 07/26/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 07/27/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA 58-34M R15 |
| The quantity of what the sample constitutes | 4 Boxes for (750 - 1500) Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | 6614400636 |
| Laboratory sample identification | HMA-07 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 395 / Cemetery Rd | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-07-26-20
DIME Test ID: 2023-07-26-20-1
Testing Lab: CT D09 - Bishop Field 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: 2023-08-02
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: Derek Carrington
Date of test: 07/28/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7310.5 grams
Mass of oven-dry sample in air for Sample 1: 2033.6 grams
Mass of container filled with the sample and water for Sample 1: 8516.3 grams
Temperature of Water: 77.1 °F
Specific Gravity for Sample 1: 2.457
Theoretical maximum density at 25°C (77°F): 152.9 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): HMA-07
Test was verified on 8/2/2023 ✔