Summary for Test 2024-07-23-156-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994636 DEA: 022J9604 EFIS: 0221000153 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-VAR |
| Award Date | 05/25/2023 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/23/2024 | Sample Unique Key | 156 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/03/2024 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA-A 20.8% RAP | The quantity of what the sample constitutes | 1 Box HMA |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Giuliano |
| Last name of sampler or witnessed by | Giuntoli | Title of sampler | JET |
| Telephone number of sampler | Laboratory sample identification | D79777 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 858054 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-07-23-156
DIME Test ID: 2024-07-23-156-1
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: 2024-12-17
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 12/17/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3114.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5184.8 g
Mass of HMA Sample prior to ignition: 2070.7 g
Mass Loss: 108.5 g
Mass of aggregate remaining after ignition: 1962.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.47 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.63 %
General comments (publicly viewable) (Max 1000 characters): Pb=4.63
Test was verified on 12/17/2024 ✔