Summary for Test 2024-09-24-103-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97,161-45.0/54.1,0.0/0.8 |
| Award Date | 02/23/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK. |
| Location Description | SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 09/24/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2024 | Sample type | Acceptance |
| A brief description of the sample | 1/2" HMA-A w/15% RAP PG64-28 Albina | The quantity of what the sample constitutes | 8 Boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79732 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Rocky Mnt Const. | |
| Transportation Laboratory (TL) Number | 823621 | 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 | |
| Sublot number | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-09-24-103
DIME Test ID: 2024-09-24-103-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-10-10
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/02/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.3 grams
Mass of oven-dry sample in air for Sample 1: 1552.1 grams
Mass of container filled with the sample and water for Sample 1: 8251.3 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.452
Theoretical maximum density at 25°C (77°F): 2444.9 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.452
Test was verified on 10/10/2024 ✔