Summary for Test 2024-11-06-76-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-8.7/12.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 04/21/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD |
| QA Service Level | 1 (Verified on 10/26/2022) |
Sample Information
| Sample Taken Date | 11/06/2024 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 11/07/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/8" Type A HMA |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79770 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 848920 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-11-06-76
DIME Test ID: 2024-11-06-76-1
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: 2024-12-09
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 11/13/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331.7 grams
Mass of oven-dry sample in air for Sample 1: 1542.9 grams
Mass of container filled with the sample and water for Sample 1: 8237.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.42
Theoretical maximum density at 25°C (77°F): 2413.0 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.420
Test was verified on 12/9/2024 ✔