Summary for Test 2026-04-09-16-2
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 995236 DEA: 060U2904 EFIS: 0616000001 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-1.1/8.3 |
| Award Date | 08/14/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE & OVERLAY WITH HMA/RHMA, CONSTRUCT SIDEWALKS & CURB RAMPS. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM WHARTON AVENUE TO EDISON HIGHWAY |
| QA Service Level | 1 (Verified on 12/18/2024) |
Sample Information
| Sample Taken Date | 04/09/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/10/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA- A with 15% Rap |
| The quantity of what the sample constitutes | HMA - 750 Tonne L1SL9 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Alex | Last name of sampler or witnessed by | Escobar |
| 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 | 3936550 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 9 | HMA Mix Number | |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | Not set | WMA Additives | No |
| Antistrip type | .8% Lime |
Test Details
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DIME Sample ID: 2026-04-09-16
DIME Test ID: 2026-04-09-16-2
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: 2026-04-10
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: Alex Escobar
Date of test: 04/10/2026
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: 2553.1 grams
Mass of container filled with the sample and water for Sample 1: 8895.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.592
Theoretical maximum density at 25°C (77°F): 2584 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U2904_37043_260409_T209 | 153.90 KB | 04/10/2026 | 2026-04-09-16-2 | Info |
Test was verified on 4/10/2026 ✔