Summary for Test 2023-03-20-6-7
Test performed: AASHTO T312-14Project 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 | 03/20/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/20/2023 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA-A-SP R15 | The quantity of what the sample constitutes | 4000 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | Hubartt | Title of sampler | TET |
| Telephone number of sampler | 7609373217 | Laboratory sample identification | |
| 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 | 1 |
| Sublot number | 5 | 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: 2023-03-20-6
DIME Test ID: 2023-03-20-6-7
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Test Release Date: 2023-04-03
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 03/21/2023
Start time of test (military time): 0900
Specimen identification: 4
Percent Binder Content: 4.6 %
Average diameter of the mold: 60 mm
Height of the extruded specimen (Hm): 115.1 mm
Height of the specimen after 8 gyrations: no data
Height of the specimen after 85 gyrations: 115.1 mm
Height of the specimen after 130 gyrations: no data
Mass of the specimen: 4792.5 g
Maximum Specific Gravity (Gmm): 2.519
Bulk Specific Gravity (Gmb): 2.417
Unit weight of water: 2804 g/cm^3
Gyration Angle: no data
Gyration Angle: no data
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): no data
Volume of the specimen (Vm85): 325.273 cm^3
Volume of the specimen (Vm130): no data
Uncorrected relative density (Gmmu8): no data
Uncorrected relative density (Gmmu85): 0.2 %
Uncorrected relative density (Gmmu130): no data
Relative density (Gmm8): no data
Relative density (Gmm85): 96.0 %
Relative density (Gmm130): no data
Air Voids (AV8): no data
Air Voids (AV85): 4.0 %
Air Voids (AV130): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2023 ✔