Summary for Test 2018-04-04-6-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 212740 DEA: 010H7004 EFIS: 0118000075 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-14.9/15.3, 14.8/15.1, 14.8/15.4 |
| Award Date | 11/13/2017 |
| Closeout Date | 07/13/2021 |
| Work Description | Roadway stabilization & retaining wall repair |
| Location Description | In Del Norte County near Crescent City from 1.0 to 1.3 miles north of Rudsill Road |
| QA Service Level | 1 (Verified on 09/25/2017) |
Sample Information
| Sample Taken Date | 04/04/2018 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 04/13/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 0.5 HMA-A wRAP |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ken | Last name of sampler or witnessed by | Sutterfield |
| Title of sampler | ARE | Telephone number of sampler | Unknown |
| Laboratory sample identification | 61918 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tidewater Smith River | Transportation Laboratory (TL) Number | 928801 |
| 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: 2018-04-04-6
DIME Test ID: 2018-04-04-6-2
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: 2018-04-13
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: 04/13/2018
Specific Gravity for Sample 1: 2.561
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2018 ✔