Summary for Test 2026-08-30-2-1
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1002407 DEA: 061H9304 EFIS: 0625000101 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-40.0/42.9, 52.8/62.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | I-5 BUTTONWILLOW PAVEMENT REHAB (PM 40.0/42.9, 52.8/62.6): COLD PLANE, RHMA-G (BWC), HMA (TYPE A), PANEL REPLACEMENT, SHOULDER BACKING, RUMBLE STRIP, THERMO STRIPING, SIGNS, MODIFY TMS |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY IN AND NEAR BUTTONWILLOW FROM 1.2 MILES SOUTH OF ROUTE 5/43 SEPARATION TO 0.1 MILE SOUTH OF KERN RIVER UTILITY ROAD OVERCROSING AND FROM 0.7 MILE NORTH OF ROUTE 5/58 SEPARATION TO LERDO AVENUE OVERCROSING |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 08/30/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/31/2026 | Sample type | Acceptance |
| A brief description of the sample | 1/2" RHMA-G | The quantity of what the sample constitutes | 1/2" RHMA-G L3SL11 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Alex |
| Last name of sampler or witnessed by | Escober | Title of sampler | |
| 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 | 3957528 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 3 |
| Sublot number | 11 | HMA Mix Number | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | San Joaquin Refining Co. |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-08-30-2
DIME Test ID: 2026-08-30-2-1
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: 2026-08-31
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: 08/31/2026
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: 1615.4 grams
Mass of container filled with the sample and water for Sample 1: 8282.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.447
Theoretical maximum density at 25°C (77°F): 2440 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1H9304_37016_260830_L3SL11_T209 | 150.77 KB | 08/31/2026 | 2026-08-30-2-1 | Info |
Test was verified on 8/31/2026 ✔