Summary for Test 2023-07-24-12-1
Test performed: AASHTO T209-22Project 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 |
|---|---|---|---|
| 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
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DIME Sample ID: 2023-07-24-12
DIME Test ID: 2023-07-24-12-1
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: 2023-07-24
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: 07/24/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7328.4 grams
Mass of oven-dry sample in air for Sample 1: 2538.0 grams
Mass of container filled with the sample and water for Sample 1: 8880.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.574
Theoretical maximum density at 25°C (77°F): 2567 kg/m^3
General comments (publicly viewable) (Max 1000 characters): L1SL1
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1E5804_37019_230724_L1SL1_T209 | 40.70 KB | 07/24/2023 | 2023-07-24-12-1 | Info |
Test was verified on 7/24/2023 ✔