Summary for Test 2023-02-11-3-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 02/11/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/13/2023 | Sample type | Verification |
| A brief description of the sample | 3/4 HMA + 15% RAP | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Abeer |
| Last name of sampler or witnessed by | Dahhan | Title of sampler | TECT |
| Telephone number of sampler | 9254603511 | Laboratory sample identification | HW-021123-AC1 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Sunol Plant | |
| Transportation Laboratory (TL) Number | 773070 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Route 680 NB | |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | D04 JMF 22 039 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-02-11-3
DIME Test ID: 2023-02-11-3-2
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: 2023-03-08
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 02/14/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2864.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 4899.5 g
Mass of HMA Sample prior to ignition: 2035.0 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1908.6 g
Correction Factor (Percent by mass of HMA Specimen): 1.08 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 482 F
Corrected Asphalt Binder Content: 4.99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2023 ✔