Summary for Test 2023-05-30-9-2
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994288 DEA: 042G7404 EFIS: 0400021215 |
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DIST-CO-RTE-PM | 04-ALA-185-9.8/10.1 |
Award Date | 12/05/2022 |
Closeout Date | Not set |
Work Description | REMOVE AND CONSTRUCT CONCRETE CURB RAMPS, DRIVEWAYS AND SIDEWALKS. |
Location Description | ALAMEDA COUNTY IN OAKLAND FROM 55TH AVENUE TO 50TH AVENUE. |
QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
Sample Taken Date | 05/30/2023 | Sample Unique Key | 9 |
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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 | 05/30/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 WHMA-A + 25% RAP |
The quantity of what the sample constitutes | 30 | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Magana | Last name of sampler or witnessed by | Luis |
Title of sampler | Telephone number of sampler | 2092250104 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Gallagher and Burk Materials -Oakland | 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 |
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HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | MD 6742 |
Test Details
DIME Sample ID: 2023-05-30-9
DIME Test ID: 2023-05-30-9-2
Testing Lab: CT D04 - Hayward 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: 2023-06-02
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Luis Magana
Date of test: 06/02/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3020.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5100.4 g
Mass of HMA Sample prior to ignition: 2079.7 g
Mass Loss: 125.4 g
Mass of aggregate remaining after ignition: 1954.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.93 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔