Summary for Test 2018-01-20-1-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 212852 DEA: 010H7604 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-33.0/42.0 |
| Award Date | 10/10/2017 |
| Closeout Date | 08/06/2020 |
| Work Description | Fire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/26/2018) |
Sample Information
| Sample Taken Date | 01/20/2018 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/20/2018 | Sample type | Quality Control |
| A brief description of the sample | 1/2 in HMA WRAP | The quantity of what the sample constitutes | renewal |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | a |
| Last name of sampler or witnessed by | e | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | granite ukiah |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Not set |
| Sublot number | Not set | 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 | HMA Pay | No |
Test Details
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DIME Sample ID: 2018-01-20-1
DIME Test ID: 2018-01-20-1-3
Testing Lab: CT D01 - District 1 Materials 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: 2018-04-06
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 03/30/2018
Specific Gravity for Sample 1: 2.603
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/30/2018 ✔