Summary for Test 2024-07-31-128-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 128 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/31/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2 HMA Type A w/25% RAP PG58-22 Valero | The quantity of what the sample constitutes | PSE 16 boxs |
| 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 | D79677 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 858504 | 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 | ||
| 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: 2024-07-31-128
DIME Test ID: 2024-07-31-128-1
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: 2024-10-22
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: 08/01/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7332.3 grams
Mass of oven-dry sample in air for Sample 1: 1572.3 grams
Mass of container filled with the sample and water for Sample 1: 8279.2 grams
Temperature of Water: 75 °F
Specific Gravity for Sample 1: 2.514
Theoretical maximum density at 25°C (77°F): 2506.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.514
Test was verified on 10/22/2024 ✔