Summary for Test 2023-10-03-38-3
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
---|---|
DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
Award Date | 05/25/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 10/03/2023 | Sample Unique Key | 38 |
---|---|---|---|
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 | 10/03/2023 |
Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined 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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79364B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824482 |
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 |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-10-03-38
DIME Test ID: 2023-10-03-38-3
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: 2023-10-13
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/04/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3016.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4633.3 g
Mass of HMA Sample prior to ignition: 1617.2 g
Mass Loss: 108.8 g
Mass of aggregate remaining after ignition: 1508.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.54 %
General comments (publicly viewable) (Max 1000 characters): Pbr(Uncorrected)=6.54
Test was verified on 10/13/2023 ✔