Summary for Test 2022-03-17-36-7
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/17/2022 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/21/2022 | Sample type | Verification |
| A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24 RAP and virgin PG 58-34 M (Valero – Benicia) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Clint |
| Last name of sampler or witnessed by | Roger | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79007 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 708108 | 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: 2022-03-17-36
DIME Test ID: 2022-03-17-36-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Test Release Date: 2022-05-24
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: Yes
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/21/2022
Start time of test (military time): 1526
Specimen identification: 2032101
Percent Binder Content: 5.3 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.7 mm
Height of the specimen after 8 gyrations: 130.3 mm
Height of the specimen after 85 gyrations: 117.3 mm
Height of the specimen after 130 gyrations: 115.7 mm
Mass of the specimen: 4782 g
Maximum Specific Gravity (Gmm): 2.504
Bulk Specific Gravity (Gmb): 2.434
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2301.424 cm^3
Volume of the specimen (Vm85): 2071.811 cm^3
Volume of the specimen (Vm130): 2043.551 cm^3
Uncorrected relative density (Gmmu8): 83.0 %
Uncorrected relative density (Gmmu85): 92.2 %
Uncorrected relative density (Gmmu130): 93.5 %
Relative density (Gmm8): 86.3 %
Relative density (Gmm85): 95.9 %
Relative density (Gmm130): 97.2 %
Air Voids (AV8): 13.7 %
Air Voids (AV85): 4.1 %
Air Voids (AV130): 2.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/24/2022 ✔