Summary for Test 2025-10-15-16-1
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,TUL-99-56.4/57.6,0.0/13.5 |
| Award Date | 04/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC. |
| Location Description | KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING |
| QA Service Level | 1 (Verified on 08/26/2024) |
Sample Information
| Sample Taken Date | 10/15/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/16/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA(type A) with 25% Rap | The quantity of what the sample constitutes | L1SL102 |
| 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 | Deer Creek Porterville | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3906194 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 102 | HMA Mix Number | 25J012 |
| Binder content (%) | 4.2 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | San Juaquin Refinery |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-10-15-16
DIME Test ID: 2025-10-15-16-1
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: 2025-10-16
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: 10/16/2025
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: 2519.4 grams
Mass of container filled with the sample and water for Sample 1: 8915.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.703
Theoretical maximum density at 25°C (77°F): 2695 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W79U4_37048_251015_L1SL102_T209 | 41.84 KB | 10/16/2025 | 2025-10-15-16-1 | Info |
Test was verified on 10/16/2025 ✔