Summary for Test 2023-07-24-12-2
Test performed: AASHTO T308-10
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project Information
| Project Identifiers | Project ID: 994854 DEA: 061E5804 EFIS: 0622000071 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-43,46-9.0/15.7, 20.0/27.5 |
| Award Date | 03/28/2023 |
| Closeout Date | 11/16/2023 |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR WASCO ON ROUTE 43 FROM 0.2 MILE SOUTH OF ROUTE 58 TO 0.5 MILE NORTH OF RIVERSIDE AVENUE AND ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 33 TO HOLLOWAY ROAD |
| Location Description | In District 06 On Route 43, 46 |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 07/24/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 07/24/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 30 box HMA 4 canes of PG64-16 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
| Title of sampler | Material Tester | 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 | 1 | 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
DIME Sample ID: 2023-07-24-12
DIME Test ID: 2023-07-24-12-2
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: 2023-07-25
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/24/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4300.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 6390.8 g
Mass of HMA Sample prior to ignition: 2089.9 g
Mass Loss: 88.5 g
Mass of aggregate remaining after ignition: 2001.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.54 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 3.69 %
General comments (publicly viewable) (Max 1000 characters): L1SL1--PSE out of compliance
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1E5804_37019_230724_L1SL01_T308 | 104.25 KB | 07/25/2023 | 2023-07-24-12-2 | Info |
Test was verified on 7/25/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
