Summary for Test 2024-07-01-71-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 07/01/2024 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2024 | Sample type | Acceptance |
| A brief description of the sample | 2 bags of Lime treated 3/4-inch Agg. | The quantity of what the sample constitutes | 750k |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Monte |
| Last name of sampler or witnessed by | Spencer | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79630B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction | |
| Transportation Laboratory (TL) Number | 692867 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Knife River Construction |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2024-07-01-71
DIME Test ID: 2024-07-01-71-1
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: 2024-07-16
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/15/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3062.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 4684.0 g
Mass of HMA Sample prior to ignition: 1621.4 g
Mass Loss: 109.6 g
Mass of aggregate remaining after ignition: 1511.8 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: 6.57 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.58%
Test was verified on 7/16/2024 ✔