Summary for Test 2024-03-27-42-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 03/27/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 03/28/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A w/15% RAP/LAS |
| The quantity of what the sample constitutes | Lot 1 Sublot 1 - 143 tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tristan | Last name of sampler or witnessed by | Papich |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 240327 L1 SL1A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Papich Construction | 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 | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | L223535T |
| 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: 2024-03-27-42
DIME Test ID: 2024-03-27-42-2
Testing Lab: CT D05 - Whitley Gardens 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: 2024-04-02
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 03/28/2024
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 1692.9 grams
Mass of container submerged in water for Sample 1: 1391.9 grams
Mass of the sample and container in water for Sample 1: 2384.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.416
Theoretical maximum density at 25°C (77°F): 150.4 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-3307C4_37074_HMA_RiceCores_240327_Lot1_SL1_1 | 115.39 KB | 04/02/2024 | 2024-03-27-42-2 | Info |
Test was verified on 4/2/2024 ✔