Summary for Test 2024-04-10-28-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 993855 DEA: 060U4604 EFIS: 0615000309 |
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DIST-CO-RTE-PM | 06-KIN-41-20.0-28.4 |
Award Date | 06/30/2023 |
Closeout Date | Not set |
Work Description | COLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC. |
Location Description | KINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE |
QA Service Level | 1 (Verified on 05/20/2022) |
Sample Information
Sample Taken Date | 04/10/2024 | Sample Unique Key | 28 |
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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 | 04/11/2024 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 2362 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Gurjeet | Last name of sampler or witnessed by | Litt |
Title of sampler | 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 |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 6 |
Sublot number | 1 | HMA Mix Number |
Test Details
DIME Sample ID: 2024-04-10-28
DIME Test ID: 2024-04-10-28-1
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: 2024-04-12
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 04/12/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2874.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 5034.4 g
Mass of HMA Sample prior to ignition: 2159.6 g
Mass Loss: 136.6 g
Mass of aggregate remaining after ignition: 2023.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.99 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.22 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/12/2024 ✔