Summary for Test 2020-06-30-56-4
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 06/30/2020 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 07/01/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 inch HMA-A, LL (intermediate) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Buscheck (WITNESS) |
| Title of sampler | Teichert Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-037 | 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 |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Perkins 1111 |
|---|---|---|---|
| Aggregate Size | Aggregate Source | Perkins 1111 | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-30-56
DIME Test ID: 2020-06-30-56-4
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: 2020-12-02
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 09/02/2020
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: 4.33 %
General comments (publicly viewable) (Max 1000 characters): JMF20-037.
Test was verified on 12/2/2020 ✔