Summary for Test 2025-07-22-21-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001049 DEA: 061G4504 EFIS: 0623000222 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41,180-R23.7/R24.5,R58.8 |
| Award Date | 05/20/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE AC PAVEMENT, AND REPLACE WITH HMA. |
| Location Description | FRESNO COUNTY IN FRESNO ON ROUTE 41 FROM DIVISADERO STREET OVERCROSSING TO ROUTE 41/180 SEPARATION AND ON ROUTE 180 AT 0.1 MILE EAST OF ROUTE 41/180 SEPARATION |
| QA Service Level | 1 (Verified on 03/19/2025) |
Sample Information
| Sample Taken Date | 07/22/2025 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/23/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4” HMA Aggregate | The quantity of what the sample constitutes | 0-750 Tons Produced |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Noah |
| Last name of sampler or witnessed by | Hunt | Title of sampler | Senior Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Central Ave Fresno | |
| 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 | 2 | HMA Mix Number | |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-07-22-21
DIME Test ID: 2025-07-22-21-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2025-07-23
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/23/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3967.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 6263.9 g
Mass of HMA Sample prior to ignition: 2296.0 g
Mass Loss: 114.4 g
Mass of aggregate remaining after ignition: 2181.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.87 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2025 ✔