Summary for Test 2024-10-21-7-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-R0.0/4.4 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE. |
| Location Description | KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 10/21/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/22/2024 |
| Sample type | Acceptance | A brief description of the sample | 19mm HMA A w 25percent rap |
| The quantity of what the sample constitutes | L1SL18 10 boxes HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
| 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 | 1 |
| Sublot number | 18 | 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: 2024-10-21-7
DIME Test ID: 2024-10-21-7-2
Testing Lab: CT D06 - Bakersfield Field 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: 2024-10-22
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/22/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4309.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 6344.3 g
Mass of HMA Sample prior to ignition: 2035.1 g
Mass Loss: 100.4 g
Mass of aggregate remaining after ignition: 1934.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.82 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3304_37042_241021_L1SL18_T308 | 103.07 KB | 10/22/2024 | 2024-10-21-7-2 | Info |
Test was verified on 10/22/2024 ✔