Summary for Test 2023-04-17-24-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/17/2023 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 04/18/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A R25 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
| 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 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 2 |
| Sublot number | 1 | HMA Mix Number |
Test Details
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DIME Sample ID: 2023-04-17-24
DIME Test ID: 2023-04-17-24-1
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: 2023-04-21
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/18/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2872.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4916.3 g
Mass of HMA Sample prior to ignition: 2043.6 g
Mass Loss: 121.6 g
Mass of aggregate remaining after ignition: 1922.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.99 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.11 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.85 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2023 ✔