Summary for Test 2020-06-11-65-7
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
| Award Date | 11/25/2019 |
| Closeout Date | 10/06/2020 |
| Work Description | CURVE REALIGNMENT AND HMA PAVING. |
| Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/11/2020 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/11/2020 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" RHMA G | The quantity of what the sample constitutes | not identified |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Dave |
| Last name of sampler or witnessed by | Lockett | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78470 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 736621 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 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
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DIME Sample ID: 2020-06-11-65
DIME Test ID: 2020-06-11-65-7
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: 2020-10-19
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: Darrell Valasek
Date of test: 10/19/2020
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7338 grams
Mass of oven-dry sample in air for Sample 1: 2577 grams
Mass of container filled with the sample and water for Sample 1: 8846 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.41
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔