Summary for Test 2019-07-01-18-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 213826 DEA: 023H1704 EFIS: 0217000066 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-Var |
| Award Date | 02/21/2019 |
| Closeout Date | 11/01/2020 |
| Work Description | COLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING. |
| Location Description | MODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 07/01/2019 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 07/02/2019 |
| Sample type | Verification | A brief description of the sample | Combined RAP (3/8-inch) |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77970D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | Transportation Laboratory (TL) Number | 768943 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Alturas Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-01-18
DIME Test ID: 2019-07-01-18-1
Testing Lab: CT D02 - Redding 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: 2020-04-24
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 07/08/2019
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 4636.3 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 6.85 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2020 ✔