Summary for Test 2025-06-24-15-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-28.4/R40.1 |
| Award Date | 05/22/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G. |
| Location Description | KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 06/24/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 06/24/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA |
| The quantity of what the sample constitutes | 63tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | chaney |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | 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 | 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: 2025-06-24-15
DIME Test ID: 2025-06-24-15-1
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: 2025-06-25
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/25/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4041.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 6263.3 g
Mass of HMA Sample prior to ignition: 2222.1 g
Mass Loss: 137.4 g
Mass of aggregate remaining after ignition: 2084.7 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: 4.75 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2025 ✔