Summary for Test 2024-08-19-24-7
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R17.2/25.8 |
| Award Date | 06/26/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING. |
| Location Description | INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 08/20/2024 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubartt |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PSU1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Solari plant Granite Arvin | 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 | 1/2 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: 2024-08-19-24
DIME Test ID: 2024-08-19-24-7
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: 2024-08-22
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/22/2024
Mass 1 of the specimen in air: 2497.0 g
Mass 1 of the surface dry specimen in air: 2502.3 g
Mass 1 of the specimen in water: 1432.3 g
Mass 2 of the specimen in air: 2496.8 g
Mass 2 of the surface dry specimen in air: 2502.9 g
Mass 2 of the specimen in water: 1431.4 g
Mass 3 of the specimen in air: 2497.1 g
Mass 3 of the surface dry specimen in air: 2502.6 g
Mass 3 of the specimen in water: 1430.3 g
Mass 4 of the specimen in air: 2498.3 g
Mass 4 of the surface dry specimen in air: 2503.3 g
Mass 4 of the specimen in water: 1428.5 g
Bulk Specific Gravity 1: 2.334
Bulk Specific Gravity 2: 2.330
Bulk Specific Gravity 3: 2.329
Bulk Specific Gravity 4: 2.324
Percent of water absorbed by volume 1: 0.50 %
Percent of water absorbed by volume 2: 0.57 %
Percent of water absorbed by volume 3: 0.51 %
Percent of water absorbed by volume 4: 0.47 %
Average Bulk Specific Gravity: 2.329
General comments (publicly viewable) (Max 1000 characters): PSE-01 1/2"
Test was verified on 8/22/2024 ✔