Summary for Test 2022-08-17-44-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 993697 DEA: 022J4504 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-56.0/R60.5 |
| Award Date | 06/09/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE HMA (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 08/17/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 08/17/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1 bag of Fine RAP (3/8-inch) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79131B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 857907 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | KRC Orland |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-17-44
DIME Test ID: 2022-08-17-44-1
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: 2022-08-22
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Arthur Mills
Date of test: 08/18/2022
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.98 %
General comments (publicly viewable) (Max 1000 characters): Uncorrected.
Test was verified on 8/22/2022 ✔