Summary for Test 2025-08-26-9-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1001475 DEA: 061G4704 EFIS: 0623000232 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-19.8/20.2 |
| Award Date | 06/13/2025 |
| Closeout Date | 11/10/2025 |
| Work Description | Remove and replace 0.25' thick of existing AC pavement and replace with 0.25' thick of HMA (Type A). Pavement delineation and traffic control will also be part of this contract. |
| Location Description | Kern county on both EB and WB land and left turn pocket along SR 119 from PM 19.8 and PM 20.2. |
| QA Service Level | 1 (Verified on 08/15/2025) |
Sample Information
| Sample Taken Date | 08/26/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 08/26/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA type A w 25% RAP |
| The quantity of what the sample constitutes | L1SL1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | neale | Last name of sampler or witnessed by | brown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari 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 | 1 |
| Sublot number | 1 | HMA Mix Number | |
| Binder content (%) | 4.4 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | san Joaquin refinery |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type | LIme 0.8% |
Test Details
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DIME Sample ID: 2025-08-26-9
DIME Test ID: 2025-08-26-9-1
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: 2025-08-26
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 S Rai
Date of test: 08/26/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7328.1 grams
Mass of oven-dry sample in air for Sample 1: 2548.5 grams
Mass of container filled with the sample and water for Sample 1: 8885.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.571
Theoretical maximum density at 25°C (77°F): 2564 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G4704_37000_250826_L1SL1_T209 | 41.48 KB | 08/26/2025 | 2025-08-26-9-1 | Info |
Test was verified on 8/26/2025 ✔