Summary for Test 2023-09-28-93-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994555 DEA: 032G7504 EFIS: 0322000154 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-45-7.0/23.2 |
| Award Date | 06/01/2023 |
| Closeout Date | 01/22/2025 |
| Work Description | FULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA. |
| Location Description | GLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 09/28/2023 | Sample Unique Key | 93 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/28/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-O | The quantity of what the sample constitutes | 750 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brad |
| Last name of sampler or witnessed by | McKeehan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 23-206 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | KRC Orland | |
| Transportation Laboratory (TL) Number | 803732 | Inspector Lot Number from the Transportation Laboratory (TL) Form | L1SL8 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Not Applicable |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 8 | HMA Mix Number | OR 22251004 |
| 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: 2023-09-28-93
DIME Test ID: 2023-09-28-93-1
Testing Lab: CT D03 - Olivehurst 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: 2023-11-02
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: KHUE YANG
Date of test: 10/10/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4059.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 6143.5 g
Mass of HMA Sample prior to ignition: 2083.8 g
Mass Loss: 166.6 g
Mass of aggregate remaining after ignition: 1917.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.83 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.17 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2023 ✔