Summary for Test 2023-04-17-10-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184,223-L0.0/L0.3,R15.7/R16.3 |
| Award Date | 01/25/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184 |
| QA Service Level | 1 (Verified on 11/15/2021) |
Sample Information
| Sample Taken Date | 04/17/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/18/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA Type A PG 64-10 | The quantity of what the sample constitutes | 10 boxes HMAtype A , 4 bags of aggregate and binder |
| From where was the sample collected | Manufacturer | 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 | 30 | 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: 2023-04-17-10
DIME Test ID: 2023-04-17-10-1
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: 2023-04-18
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: 04/17/2023
Method Performed: no data
Mass of container filled with water 1: 7328.4 grams
Mass of oven-dry sample in air for Sample 1: 2557.2 grams
Mass of container filled with the sample and water for Sample 1: 8892.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.575
Theoretical maximum density at 25°C (77°F): 2567.5 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0R1904_37039_230417_L1SL30_T209 | 39.43 KB | 04/18/2023 | 2023-04-17-10-1 | Info |
Test was verified on 4/18/2023 ✔