Summary for Test 2020-10-05-43-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 10/05/2020 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2020 | Sample type | Verification |
| A brief description of the sample | 1/2" HMA - A w/RAP (PG 64-16) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Unknown (WITNESS) |
| Last name of sampler or witnessed by | Granite Personnel (SAMPLER) | Title of sampler | Granite Personnel |
| Telephone number of sampler | Laboratory sample identification | JMF20-039 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | |
| 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 | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2020-10-05-43
DIME Test ID: 2020-10-05-43-3
Testing Lab: CT D03 - Olivehurst 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: 2021-03-10
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Ben Dreher
Date of test: 11/06/2020
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7345.2 grams
Mass of oven-dry sample in air for Sample 1: 1823.2 grams
Mass of container filled with the sample and water for Sample 1: 8456.1 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.56
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters): JMF20-039.
Test was verified on 3/10/2021 ✔