Summary for Test 2023-08-09-15-5
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 994602 DEA: 09392004 EFIS: 0922000036 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-44.9/50.9,52.9/54.5 |
| Award Date | 04/27/2023 |
| Closeout Date | 12/22/2023 |
| Work Description | HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING. |
| Location Description | INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 08/09/2023 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/10/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2" 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 | Mark |
| Last name of sampler or witnessed by | Mahoney | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | HMA 30 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Blue Diamond Victorville | |
| 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: 2023-08-09-15
DIME Test ID: 2023-08-09-15-5
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: 2023-08-17
Test Results
Number of tests: 4
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/11/2023
Mass 1 of the specimen in air: 2424.1 g
Mass 1 of the surface dry specimen in air: 2428.3 g
Mass 1 of the specimen in water: 1370.0 g
Mass 2 of the specimen in air: 2423.3 g
Mass 2 of the surface dry specimen in air: 2427.4 g
Mass 2 of the specimen in water: 1370.8 g
Mass 3 of the specimen in air: 2423.6 g
Mass 3 of the surface dry specimen in air: 2427.9 g
Mass 3 of the specimen in water: 1369.5 g
Mass 4 of the specimen in air: 2423.0 g
Mass 4 of the surface dry specimen in air: 2427.4 g
Mass 4 of the specimen in water: 1369.2 g
Bulk Specific Gravity 1: 2.291
Bulk Specific Gravity 2: 2.293
Bulk Specific Gravity 3: 2.290
Bulk Specific Gravity 4: 2.290
Percent of water absorbed by volume 1: 0.40 %
Percent of water absorbed by volume 2: 0.39 %
Percent of water absorbed by volume 3: 0.41 %
Percent of water absorbed by volume 4: 0.42 %
Average Bulk Specific Gravity: 2.291
General comments (publicly viewable) (Max 1000 characters): HMA-30
Test was verified on 8/17/2023 ✔