Summary for Test 2023-04-26-47-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994401 DEA: 09379304 EFIS: 0919000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-127-21.0/34.5,41.8/49.4 |
| Award Date | 01/23/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | PARTIAL DEPTH RECYCLE AND HOT MIX ASPHALT (TYPE A). |
| Location Description | INYO COUNTY NEAR SHOSHONE FROM 4.6 MILES NORTH OF ROUTE 178 WEST TO 7.6 MILES SOUTH OF ROUTE 190 AND FROM 0.3 MILE SOUTH OF ROUTE 190 TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 04/26/2023 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 05/01/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA |
| The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joshua | Last name of sampler or witnessed by | Hubartt |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | HMA 18 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Wulfenstein Construction | 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| 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: 2023-04-26-47
DIME Test ID: 2023-04-26-47-1
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: 2023-05-03
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: 05/01/2023
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: 2039.5 grams
Mass of container filled with the sample and water for Sample 1: 8540.0 grams
Temperature of Water: 77.3 °F
Specific Gravity for Sample 1: 2.518
Theoretical maximum density at 25°C (77°F): 156.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/3/2023 ✔