Summary for Test 2023-07-25-21-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994399 DEA: 09378704 EFIS: 0919000001 |
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DIST-CO-RTE-PM | 09-MNO-395-55.5/58.2 |
Award Date | 12/22/2022 |
Closeout Date | 12/22/2023 |
Work Description | PARTIAL DEPTH RECYCLE AND HMA (TYPE A). |
Location Description | MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167 |
QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
Sample Taken Date | 07/25/2023 | Sample Unique Key | 21 |
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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 | 07/25/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA58-34MR15 |
The quantity of what the sample constitutes | 4 Boxes for (1500 - 1806) Tons | From where was the sample collected | Source |
First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
Title of sampler | QA | Telephone number of sampler | 6614400636 |
Laboratory sample identification | HMA-05 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Hwy 395 / Cemetery Rd |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2023-07-25-21
DIME Test ID: 2023-07-25-21-2
Testing Lab: CT D09 - Bishop 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: 2023-08-02
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/27/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4248 g
Mass of the specimen and specimen basket assembly prior to ignition: 6305.6 g
Mass of HMA Sample prior to ignition: 2057.6 g
Mass Loss: 105.2 g
Mass of aggregate remaining after ignition: 1952.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.21 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.9 %
General comments (publicly viewable) (Max 1000 characters): HMA-05
Test was verified on 8/2/2023 ✔