Summary for Test 2021-03-04-28-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 |
|---|---|
| DIST-CO-RTE-PM | 02-BUT-70-41.9/42.3 |
| Award Date | 05/07/2020 |
| Closeout Date | 11/01/2021 |
| Work Description | REMOVE CULVERTS AND CONSTRUCT BRIDGE |
| Location Description | BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/03/2019) |
Sample Information
| Sample Taken Date | 03/04/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/05/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP | 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 | Monte |
| Last name of sampler or witnessed by | Spencer | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78751 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | |
| Transportation Laboratory (TL) Number | 896988 | 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 | 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: 2021-03-04-28
DIME Test ID: 2021-03-04-28-2
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: 2021-04-26
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: 03/08/2021
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: 2509.1 grams
Mass of container filled with the sample and water for Sample 1: 8863.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.555
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/26/2021 ✔