Summary for Test 2024-04-30-14-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 995257 DEA: 09401004 EFIS: 0924000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-190-9.8-68.0 |
| Award Date | 08/21/2023 |
| Closeout Date | 03/13/2025 |
| Work Description | Emergency Repair from Flood Damage to State Route 190 near Olancha, CA. |
| Location Description | State Route 190 |
| QA Service Level | 1 (Verified on 10/19/2023) |
Sample Information
| Sample Taken Date | 04/30/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/30/2024 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP PG64-28M R15 |
| The quantity of what the sample constitutes | 10 Boxes of HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | Telephone number of sampler | 7609208313 | |
| Laboratory sample identification | 3884 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite - 5 Bridges Plant | 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 | |
| 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: 2024-04-30-14
DIME Test ID: 2024-04-30-14-3
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: 2024-05-03
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: 05/01/2024
Mass of the dry specimen in air: 4738.0 g
Mass of the dry specimen plus paraffin coating in air: 4809.9 g
Mass of the dry specimen plus paraffin coating in water: 2750.0 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4735.7 g
Mass 2 of the dry specimen plus paraffin coating in air: 4807.1 g
Mass 2 of the dry specimen plus paraffin coating in water: 2755.7 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: 4739.5 g
Mass 3 of the dry specimen plus paraffin coating in air: 4808.4 g
Mass 3 of the dry specimen plus paraffin coating in water: 2749.3 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.393
Bulk Specific Gravity 2: 2.401
Bulk Specific Gravity 3: 2.391
Average Bulk Specific Gravity: 2.395
General comments (publicly viewable) (Max 1000 characters): JMF Renewal
Test was verified on 5/3/2024 ✔