Summary for Test 2023-06-22-48-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994556 DEA: 032G7604 EFIS: 0322000155 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-162-22.7/26.9,30.1/31.1 |
| Award Date | 04/18/2023 |
| Closeout Date | 05/09/2024 |
| Work Description | HMA (TYPE A), ROADWAY EXCAVATION, AND CLASS 2 AB. |
| Location Description | BUTTE COUNTY 4.7 MILES EAST OF OROVILLE FROM SADDLE DRIVE TO MIDDLE FORK FEATHER RIVER BRIDGE AND FROM CANYON CREEK BRIDGE TO FOREMAN CREEK ROAD |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 06/22/2023 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ke |
| Last name of sampler or witnessed by | NA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 23-073 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | KRC Hallwood | |
| Transportation Laboratory (TL) Number | 778762 | Inspector Lot Number from the Transportation Laboratory (TL) Form | L1SL3 |
| 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 | 1 |
| Sublot number | 3 | HMA Mix Number | HR 22771000V |
| 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: 2023-06-22-48
DIME Test ID: 2023-06-22-48-1
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2023-06-27
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: KHUE YANG
Date of test: 06/26/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7407.9 grams
Mass of oven-dry sample in air for Sample 1: 2592.2 grams
Mass of container filled with the sample and water for Sample 1: 8993.1 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.574
Theoretical maximum density at 25°C (77°F): 2566.5 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2023 ✔