Summary for Test 2024-08-16-26-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994546 DEA: 030H3704 EFIS: 0315000151 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-65-R0.5/1.8 |
| Award Date | 06/08/2023 |
| Closeout Date | 09/11/2026 |
| Work Description | PLACE HMA, RHMA & CONC CURB/SIDEWALK, INSTALL & MODIFY SIGNAL SYSTEMS. |
| Location Description | YUBA COUNTY NEAR WHEATLAND FROM 0.2 MILE SOUTH OF MAIN STREET TO GRASSHOPPER SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 08/16/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/16/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA | The quantity of what the sample constitutes | 750 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brad |
| Last name of sampler or witnessed by | McKeehan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 24-157 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Hallwood | |
| Transportation Laboratory (TL) Number | 803809 | 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 | 5 | HMA Mix Number | HR22771000 |
| 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: 2024-08-16-26
DIME Test ID: 2024-08-16-26-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2024-08-20
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: KHUE YANG
Date of test: 08/16/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7343.5 grams
Mass of oven-dry sample in air for Sample 1: 2518.0 grams
Mass of container filled with the sample and water for Sample 1: 8875.9 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.555
Theoretical maximum density at 25°C (77°F): 2548 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2024 ✔