Summary for Test 2019-04-05-20-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/05/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 04/10/2019 |
| Sample type | Verification | A brief description of the sample | 3/4" Type A HMA (PG 64-16) |
| The quantity of what the sample constitutes | JMF Verification Hot Drop | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | B |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite, Arvin | Transportation Laboratory (TL) Number | C772606 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-05-20
DIME Test ID: 2019-04-05-20-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-16
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
Test procedure used?: Method B
Mass of the specimen basket assembly: 0.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 0.0 g
Mass of HMA Sample prior to ignition: 2,081.9 g
Mass Loss: 0.0 g
Mass of aggregate remaining after ignition: 1,974.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.29 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.86 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2019 ✔