Summary for Test 2021-11-13-19-1
Test performed: AASHTO T166-16Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | 09/24/2021 |
| Closeout Date | 11/03/2025 |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 11/13/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/14/2021 | Sample type | Quality Assurance |
| A brief description of the sample | cores | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | QC |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 12A 12B 12C | |
| 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 | I15 SB RT SHOULDER STA 227 02, 218 64, 206 57 | |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2021-11-13-19
DIME Test ID: 2021-11-13-19-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2022-01-10
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: omar G G
Date of test: 12/22/2021
Mass 1 of the specimen in air: 3106.3 g
Mass 1 of the surface dry specimen in air: 3177.4 g
Mass 1 of the specimen in water: 1764.8 g
Mass 2 of the specimen in air: 3566.1 g
Mass 2 of the surface dry specimen in air: 3640.5 g
Mass 2 of the specimen in water: 2041.5 g
Mass 3 of the specimen in air: 3286.5 g
Mass 3 of the surface dry specimen in air: 3350.2 g
Mass 3 of the specimen in water: 1900.7 g
Bulk Specific Gravity 1: 2.199
Bulk Specific Gravity 2: 2.230
Bulk Specific Gravity 3: 2.267
Percent of water absorbed by volume 1: 5.03 %
Percent of water absorbed by volume 2: 4.65 %
Percent of water absorbed by volume 3: 4.39 %
Average Bulk Specific Gravity: 2.232
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/10/2022 ✔