Summary for Test 2026-03-16-18-3
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1001575 DEA: 061H9604 EFIS: 0625000104 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46,119-VAR |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 03/16/2026 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 03/16/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2" HMA- Type A |
| The quantity of what the sample constitutes | L2SL2- 12 box HMA, 2 bags of cold feed, | From where was the sample collected | Source |
| First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
| Title of sampler | 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 | 3933861 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 2 |
| Sublot number | 2 | HMA Mix Number | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | San Juaquin Refinery |
| RAP content (%) | 15 | WMA Additives | Yes |
| Antistrip type | LIme 0.8% |
Test Details
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DIME Sample ID: 2026-03-16-18
DIME Test ID: 2026-03-16-18-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-03-17
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 03/17/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7327.0 grams
Mass of oven-dry sample in air for Sample 1: 1518.6 grams
Mass of container filled with the sample and water for Sample 1: 8256.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.579
Theoretical maximum density at 25°C (77°F): 160.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1H9604_37013_260317_L2SL2_T209 | 113.21 KB | 03/17/2026 | 2026-03-16-18-3 | Info |
Test was verified on 3/17/2026 ✔