Summary for Test 2020-03-26-25-2
Test performed: AASHTO T308-10
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 214251 DEA: 030H5304 EFIS: 0315000203 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-80-15.0/17.2 |
| Award Date | 09/27/2019 |
| Closeout Date | 12/07/2021 |
| Work Description | REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES. |
| Location Description | SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
| Sample Taken Date | 03/26/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/26/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 inch HMA w 15% RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Source | First name of sampler or witnessed by | Walt |
| Last name of sampler or witnessed by | Wiley | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Perkins | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Perkins |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-26-25
DIME Test ID: 2020-03-26-25-2
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2020-08-24
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Kavon Rastegar
Date of test: 03/26/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.53 %
General comments (publicly viewable) (Max 1000 characters): JMF 20-009
Test was verified on 8/24/2020 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.