Summary for Test 2023-07-17-6-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 07/17/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 07/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | L1SL98 (750 tons) 10 boxes 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 | Materials 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 | 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 | 98 | 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: 2023-07-17-6
DIME Test ID: 2023-07-17-6-1
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: 2023-07-18
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: 07/18/2023
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: 2556.6 grams
Mass of container filled with the sample and water for Sample 1: 8889.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.567
Theoretical maximum density at 25°C (77°F): 2560 kg/m^3
General comments (publicly viewable) (Max 1000 characters): L1SL98
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37079_230717_L1SL98_T209 | 40.86 KB | 07/18/2023 | 2023-07-17-6-1 | Info |
Test was verified on 7/18/2023 ✔