Summary for Test 2025-04-07-23-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001165 DEA: 061H6304 EFIS: 0625000097 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-6-43.95 |
| Award Date | 02/03/2025 |
| Closeout Date | 07/11/2025 |
| Work Description | The scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation. |
| Location Description | Fresno County, Rout I-5 at PM 43.95. |
| QA Service Level | 1 (Verified on 04/11/2025) |
Sample Information
| Sample Taken Date | 04/07/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 04/08/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA SP R25% Pg 64-16 |
| The quantity of what the sample constitutes | Lot 1 Sublot 2 - @ 50 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
| Title of sampler | MREA | 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 | 1 | HMA Mix Number | 1466s |
| 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: 2025-04-07-23
DIME Test ID: 2025-04-07-23-1
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: 2025-04-10
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 04/08/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 2848.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4974.2 g
Mass of HMA Sample prior to ignition: 2126.2 g
Mass Loss: 135.1 g
Mass of aggregate remaining after ignition: 1991.1 g
Correction Factor (Percent by mass of HMA Specimen): 1.19 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.10 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.06 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/10/2025 ✔