Summary for Test 2021-08-24-10-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139,299-VAR |
| Award Date | 07/28/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS. |
| Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 08/24/2021 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M from Albina – Klamath Falls | The quantity of what the sample constitutes | 750 tons or paving on 2021-08-24 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | E. |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | D78925 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | |
| Transportation Laboratory (TL) Number | 854930 | 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 | 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: 2021-08-24-10
DIME Test ID: 2021-08-24-10-1
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: 2021-08-30
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: 08/25/2021
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: 2530.4 grams
Mass of container filled with the sample and water for Sample 1: 8821.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.42
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2021 ✔