Summary for Test 2020-10-20-27-1
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 | 10/20/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 12/01/2020 |
| Sample type | Verification | A brief description of the sample | 3/8-inch RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. Buscheck (WITNESS) | Last name of sampler or witnessed by | Granite Personnel (SAMPLER) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | JMF21-001 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | GCCO Bradshaw Plant, RAP Bin 1 |
|---|---|---|---|
| Aggregate Size | 3/8 inch | Aggregate Source | |
| RAP Stockpile | Continuous | Stockpile Size (tons) | 40,000 tons |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-10-20-27
DIME Test ID: 2020-10-20-27-1
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: 2021-03-18
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: GCCO PERSONNEL
Date of test: 10/20/2020
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: 5.20 %
General comments (publicly viewable) (Max 1000 characters): JMF21-001. Test Date from CEM 3512
Test was verified on 3/18/2021 ✔