Summary for Test 2023-03-20-6-1
Test performed: AASHTO T166-16Project 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: 2023-03-20-6-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2023-04-03
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 03/22/2023
Mass 1 of the specimen in air: 2453.6 g
Mass 1 of the surface dry specimen in air: 2458.2 g
Mass 1 of the specimen in water: 1408.3 g
Mass 2 of the specimen in air: 2454.7 g
Mass 2 of the surface dry specimen in air: 2461.1 g
Mass 2 of the specimen in water: 1417.0 g
Mass 3 of the specimen in air: 2442.8 g
Mass 3 of the surface dry specimen in air: 2449.0 g
Mass 3 of the specimen in water: 1407.7 g
Mass 4 of the specimen in air: 2451.7 g
Mass 4 of the surface dry specimen in air: 2457.8 g
Mass 4 of the specimen in water: 1414.9 g
Bulk Specific Gravity 1: 2.337
Bulk Specific Gravity 2: 2.351
Bulk Specific Gravity 3: 2.346
Bulk Specific Gravity 4: 2.351
Percent of water absorbed by volume 1: 0.44 %
Percent of water absorbed by volume 2: 0.61 %
Percent of water absorbed by volume 3: 0.60 %
Percent of water absorbed by volume 4: 0.58 %
Average Bulk Specific Gravity: 2.346
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2023 ✔