Summary for Test 2025-10-22-25-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000912 DEA: 061G7704 EFIS: 0624000165 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-5-16.6/26.7 |
| Award Date | 04/01/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE AND REPLACE ASPHALT CONCRETE OVERLAY. |
| Location Description | KINGS COUNTY IN AND NEAR AVENAL FROM ROUTE 5/41 SEPARATION TO FRESNO COUNTY LINE |
| QA Service Level | 1 (Verified on 02/11/2025) |
Sample Information
| Sample Taken Date | 10/22/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/23/2025 |
| 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 | Granite Coalinga | 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 | 5 | HMA Mix Number | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-22-25
DIME Test ID: 2025-10-22-25-1
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: 2025-10-27
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/23/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3939.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5989.1 g
Mass of HMA Sample prior to ignition: 2050.0 g
Mass Loss: 137.8 g
Mass of aggregate remaining after ignition: 1912.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.43 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.29 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2025 ✔