Summary for Test 2021-06-14-37-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D78843 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | |
| Transportation Laboratory (TL) Number | 853346 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Structure name | Not Applicable | |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2021-06-14-37
DIME Test ID: 2021-06-14-37-2
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: 2022-01-06
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: Colt Sweeny
Date of test: 06/15/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.6 grams
Mass of oven-dry sample in air for Sample 1: 1565.2 grams
Mass of container filled with the sample and water for Sample 1: 8258.5 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.433
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2022 ✔