Summary for Test 2025-07-13-5-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000913 DEA: 061G7804 EFIS: 0624000164 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-54.2/62.5 |
| Award Date | 04/01/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A) AND RHMA (OGFC). |
| Location Description | KERN COUNTY FROM 2.0 MILES NORTH OF ROUTE 5/58 SEPARATION TO 4.5 MILES NORTH OF ROWLEE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/11/2025) |
Sample Information
| Sample Taken Date | 07/13/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 07/14/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA- type A |
| The quantity of what the sample constitutes | 750 tons L1SL1 | 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 | 1 | 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: 2025-07-13-5
DIME Test ID: 2025-07-13-5-2
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: 2025-07-15
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: 07/15/2025
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: 2535.5 grams
Mass of container filled with the sample and water for Sample 1: 8869.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.550
Theoretical maximum density at 25°C (77°F): 2543 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G7804_37012_250713_L1SL1_T209 | 40.62 KB | 07/15/2025 | 2025-07-13-5-2 | Info |
Test was verified on 7/15/2025 ✔