Summary for Test 2024-07-29-59-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 07/29/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/31/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
| The quantity of what the sample constitutes | 2 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Treven | Last name of sampler or witnessed by | Fulkerson |
| Title of sampler | Lab Technician | Telephone number of sampler | |
| Laboratory sample identification | 24-H-53 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Matls Vernalis | Transportation Laboratory (TL) Number | 042317 |
| 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 | 3 | HMA Mix Number | 24J10 |
| 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: 2024-07-29-59
DIME Test ID: 2024-07-29-59-1
Testing Lab: CT D10 - District 10 Materials 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: 2024-08-08
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 08/06/2024
Specific Gravity for Sample 1: 2.477
Theoretical maximum density at 25°C (77°F): 154.1 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2024 ✔