Summary for Test 2025-06-24-17-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-10.2/16.0 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED). |
| Location Description | KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 06/24/2025 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 06/25/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA Type A w 25% RAP |
| The quantity of what the sample constitutes | L1SL48 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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 | 48 | 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: 2025-06-24-17
DIME Test ID: 2025-06-24-17-2
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: 2025-06-25
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: Mike Cozad
Date of test: 06/25/2025
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: 2563.4 grams
Mass of container filled with the sample and water for Sample 1: 8892.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.565
Theoretical maximum density at 25°C (77°F): 2558 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U5004_37029_250624_L1SL48_T209 | 40.96 KB | 06/25/2025 | 2025-06-24-17-2 | Info |
Test was verified on 6/25/2025 ✔