Summary for Test 2021-04-23-25-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
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DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
Award Date | 02/02/2021 |
Closeout Date | 09/27/2021 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
Sample Taken Date | 04/23/2021 | Sample Unique Key | 25 |
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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 | 04/23/2021 |
Sample type | Verification | A brief description of the sample | Combined RAP (1/2-inch) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
Title of sampler | PEI | Telephone number of sampler | |
Laboratory sample identification | D78784B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897290 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt, Redding, CA |
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Aggregate Size | 1/2-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-23-25
DIME Test ID: 2021-04-23-25-1
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: 2021-06-24
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/27/2021
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: 1627.0 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1537.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.18 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.35 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2021 ✔