Summary for Test 2023-05-12-59-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994120 DEA: 040J6314 EFIS: 0421000252 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12-21.2/22.6 |
| Award Date | 09/27/2022 |
| Closeout Date | 01/09/2025 |
| Work Description | ROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM |
| Location Description | SOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD |
| QA Service Level | 1 (Verified on 09/13/2022) |
Sample Information
| Sample Taken Date | 05/12/2023 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/12/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 HMA Type A | The quantity of what the sample constitutes | 4 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Trenton |
| Last name of sampler or witnessed by | Cross | Title of sampler | QC Technician |
| Telephone number of sampler | Laboratory sample identification | Con_23_430 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Vernalis | |
| Transportation Laboratory (TL) Number | C727233 | Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF |
| 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 | |
| Sublot number | HMA Mix Number | 30240442412V | |
| 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: 2023-05-12-59
DIME Test ID: 2023-05-12-59-1
Testing Lab: CT D04 - Concord 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: 2023-05-18
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Anthony Ibarra
Date of test: 05/17/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7371.8 grams
Mass of oven-dry sample in air for Sample 1: 1869.6 grams
Mass of container filled with the sample and water for Sample 1: 8494.7 grams
Mass of container filled with water 2: 7371.8 grams
Mass of oven-dry sample in air for Sample 2: 1610.5 grams
Mass of container filled with the sample and water for Sample 2: 8336.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.504
Specific Gravity for Sample 2: 2.495
Average Specific Gravity: 2.500
Theoretical maximum density at 25°C (77°F): 2492.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/18/2023 ✔