Summary for Test 2020-03-09-6-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
---|---|
DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 03/09/2020 | Sample Unique Key | 6 |
---|---|---|---|
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 | 03/09/2020 |
Sample type | Department Acceptance | A brief description of the sample | RAP |
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 | Karen | Last name of sampler or witnessed by | Spliethof |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78339B | Linked DIME Sample ID | 2020-03-09-5 |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001686 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2020-03-09-6
DIME Test ID: 2020-03-09-6-1
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: 2020-03-20
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 03/17/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1456.9 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0 %
Moisture Content: 0 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.76 %
General comments (publicly viewable) (Max 1000 characters): Uncorrected.
Est. Pbr = 4.40
Test was verified on 3/20/2020 ✔