Summary for Test 2025-07-30-15-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000913 DEA: 061G7804 EFIS: 0624000164 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-54.2/62.5 |
| Award Date | 04/01/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A) AND RHMA (OGFC). |
| Location Description | KERN COUNTY FROM 2.0 MILES NORTH OF ROUTE 5/58 SEPARATION TO 4.5 MILES NORTH OF ROWLEE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/11/2025) |
Sample Information
| Sample Taken Date | 07/30/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 07/31/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA-O |
| The quantity of what the sample constitutes | L2SL12 | 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 | Materials 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 2 |
| Sublot number | 12 | HMA Mix Number | |
| Binder content (%) | 8.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | San Juaquin Refinery |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-07-30-15
DIME Test ID: 2025-07-30-15-1
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: 2025-07-31
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/31/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4242.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5827.2 g
Mass of HMA Sample prior to ignition: 1584.5 g
Mass Loss: 128.0 g
Mass of aggregate remaining after ignition: 1456.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.07 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 8.01 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G7804_37013_250730_L2SL12_T308 | 81.02 KB | 07/31/2025 | 2025-07-30-15-1 | Info |
Test was verified on 7/31/2025 ✔