Summary for Test 2023-06-06-92-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-15.8/16.9,20.5/24.5 |
| Award Date | 12/22/2022 |
| Closeout Date | 08/22/2023 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 06/06/2023 | Sample Unique Key | 92 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1 bag of Combined RAP (1/2-inch) | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | JD |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Tester |
| Telephone number of sampler | Laboratory sample identification | D79269B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 858121 | 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-06-06-92
DIME Test ID: 2023-06-06-92-1
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: 2023-08-17
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 08/01/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3016.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4557.8 g
Mass of HMA Sample prior to ignition: 1541.1 g
Mass Loss: 95.9 g
Mass of aggregate remaining after ignition: 1445.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 537 C
Corrected Asphalt Binder Content: 6.03 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.03%
Test was verified on 8/17/2023 ✔