Summary for Test 2025-05-01-28-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 995124 DEA: 060X3004 EFIS: 0618000051 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-69.4/71.5 |
| Award Date | 02/06/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE |
| QA Service Level | 1 (Verified on 10/25/2023) |
Sample Information
| Sample Taken Date | 05/01/2025 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 05/01/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4” HMA Aggregate |
| The quantity of what the sample constitutes | 1500-2250 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 | Santa Fe Aggregate Winton | 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 | 5 |
| Sublot number | 3 | HMA Mix Number | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-05-01-28
DIME Test ID: 2025-05-01-28-1
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: 2025-05-06
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 05/02/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 2866.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5031.6 g
Mass of HMA Sample prior to ignition: 2164.9 g
Mass Loss: 120.7 g
Mass of aggregate remaining after ignition: 2044.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.34 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.10 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2025 ✔