Summary for Test 2021-05-06-27-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 |
---|---|
DIST-CO-RTE-PM | 02-TRI-36-R34.8/R35.4 |
Award Date | 05/27/2020 |
Closeout Date | 09/27/2021 |
Work Description | REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL. |
Location Description | TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE. |
QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
Sample Taken Date | 05/06/2021 | 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 | 05/06/2021 |
Sample type | Acceptance | A brief description of the sample | 1/2-inch RAP (Combined, 5/8" Minus) |
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 | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78792B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 768790 |
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 | 1/2-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-06-27
DIME Test ID: 2021-05-06-27-1
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: 2021-07-02
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/10/2021
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 1731.6 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1633.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.17 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.49 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2021 ✔