Summary for Test 2024-09-03-59-5
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.8/R44.1 |
| Award Date | 10/26/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 09/03/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/03/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4 Type A HMA | The quantity of what the sample constitutes | 16 boxes of 3/4" Type A HMA with RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79704 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 851380 | 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: 2024-09-03-59
DIME Test ID: 2024-09-03-59-5
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: 2024-09-19
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 09/19/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3112.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 5167.9 g
Mass of HMA Sample prior to ignition: 2055.7 g
Mass Loss: 107.9 g
Mass of aggregate remaining after ignition: 1947.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.59 %
General comments (publicly viewable) (Max 1000 characters): Pb=4.59
Test was verified on 9/19/2024 ✔