Summary for Test 2023-04-19-5-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 04/19/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/19/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA-SP Type A | The quantity of what the sample constitutes | 10 boxes HMAtype A , 2 bags of aggregate and binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Paul |
| Last name of sampler or witnessed by | Klinker | Title of sampler | Material Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston | |
| 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 | 1 |
| Sublot number | 86 | 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: 2023-04-19-5
DIME Test ID: 2023-04-19-5-2
Testing Lab: CT D06 - Bakersfield Field 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: 2023-04-20
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: Kulwinder Rai
Date of test: 04/19/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7328.4 grams
Mass of oven-dry sample in air for Sample 1: 2551.9 grams
Mass of container filled with the sample and water for Sample 1: 8892.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.583
Theoretical maximum density at 25°C (77°F): 2575.5 kg/m^3
General comments (publicly viewable) (Max 1000 characters): L1SL86
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37079_230419_L1SL86_T209 | 41.86 KB | 04/20/2023 | 2023-04-19-5-2 | Info |
Test was verified on 4/20/2023 ✔