Summary for Test 2024-08-05-36-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304 |
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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 | 08/05/2024 | Sample Unique Key | 36 |
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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 | 08/05/2024 |
Sample type | Acceptance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 445 Tons | 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 | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction Company | 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 | 4 |
Sublot number | 2 | HMA Mix Number | 1466S |
Test Details
DIME Sample ID: 2024-08-05-36
DIME Test ID: 2024-08-05-36-1
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: 2024-08-07
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/05/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2,853.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5,075.0 g
Mass of HMA Sample prior to ignition: 2,222.0 g
Mass Loss: 140.2 g
Mass of aggregate remaining after ignition: 2,081.8 g
Correction Factor (Percent by mass of HMA Specimen): 1.20 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/7/2024 ✔