Summary for Test 2024-04-29-25-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994872 DEA: 060X1604 EFIS: 0618000183 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R64.4/67.3 |
| Award Date | 08/29/2023 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 04/29/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 03/22/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 Type A HMA |
| The quantity of what the sample constitutes | L1SL12 | 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 | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 12 | HMA Mix Number |
Test Details
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DIME Sample ID: 2024-04-29-25
DIME Test ID: 2024-04-29-25-2
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: 2024-04-30
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/29/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4344.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 6563.5 g
Mass of HMA Sample prior to ignition: 2219.3 g
Mass Loss: 119.5 g
Mass of aggregate remaining after ignition: 2099.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.44 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.94 %
General comments (publicly viewable) (Max 1000 characters): L1SL12
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X1604_37036_240429_L1SL12_T308_HMA | 103.21 KB | 04/30/2024 | 2024-04-29-25-2 | Info |
Test was verified on 4/30/2024 ✔