Summary for Test 2020-05-21-38-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-43.0/53.0 |
| Award Date | 04/10/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 05/21/2020 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 05/22/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. Pg 64-28M) with 25.0 RAP, 1.1 Lime |
| The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jimmy | Last name of sampler or witnessed by | Montana |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78439 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 733195 |
| 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
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DIME Sample ID: 2020-05-21-38
DIME Test ID: 2020-05-21-38-2
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: 2020-07-16
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: Dennis Hickey
Date of test: 05/26/2020
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7338 grams
Mass of oven-dry sample in air for Sample 1: 1668 grams
Mass of container filled with the sample and water for Sample 1: 8320 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.432
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2020 ✔