Summary for Test 2024-07-10-59-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000008 DEA: 061F8404 EFIS: 0623000102 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-33-R60.2/73.7 |
| Award Date | 03/22/2024 |
| Closeout Date | 12/04/2024 |
| Work Description | COLD PLANE WITH HOT MIX ASPHALT AND RUBBERIZED HOT MIX ASPHALT. |
| Location Description | KERN COUNTY FROM ROUTE 46 TO KINGS COUNTY LINE |
| QA Service Level | 1 (Verified on 01/08/2024) |
Sample Information
| Sample Taken Date | 07/10/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/11/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA Type A |
| The quantity of what the sample constitutes | 10 box HMA | 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 | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | 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 | 3 | 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: 2024-07-10-59
DIME Test ID: 2024-07-10-59-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-07-15
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/11/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7326.7 grams
Mass of oven-dry sample in air for Sample 1: 2536.1 grams
Mass of container filled with the sample and water for Sample 1: 8827.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.449
Theoretical maximum density at 25°C (77°F): 2442 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F8404_37037_2407010_L1SL3_T209_HMA | 39.84 KB | 07/15/2024 | 2024-07-10-59-1 | Info |
Test was verified on 7/15/2024 ✔