Summary for Test 2024-06-21-2-4
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 06/21/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 06/21/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-R141 |
| The quantity of what the sample constitutes | 44-48K AV and 40-50K Hammy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Colton | Last name of sampler or witnessed by | Carrington |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 141 | HMA Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-06-21-2
DIME Test ID: 2024-06-21-2-4
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2024-06-26
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/24/2024
Mass of the dry specimen in air: 4777.9 g
Mass of the dry specimen plus paraffin coating in air: 4849.8 g
Mass of the dry specimen plus paraffin coating in water: 2820.3 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4773.7 g
Mass 2 of the dry specimen plus paraffin coating in air: 4852.0 g
Mass 2 of the dry specimen plus paraffin coating in water: 2814.9 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4769.6 g
Mass 3 of the dry specimen plus paraffin coating in air: 4845.9 g
Mass 3 of the dry specimen plus paraffin coating in water: 2817.9 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.451
Bulk Specific Gravity 2: 2.448
Bulk Specific Gravity 3: 2.454
Average Bulk Specific Gravity: 2.451
General comments (publicly viewable) (Max 1000 characters): HMA-R141
Test was verified on 6/26/2024 ✔