Summary for Test 2023-07-13-84-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/13/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/14/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79299 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 858123 | 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 | JMF3513 2022 6 | |
| 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: 2023-07-13-84
DIME Test ID: 2023-07-13-84-3
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: 2023-12-05
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/25/2023
Start time of test (military time): 1537
Specimen identification: 1072503
Percent Binder Content: 5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.6 mm
Height of the specimen after 8 gyrations: 129.6 mm
Height of the specimen after 85 gyrations: 117.2 mm
Height of the specimen after 130 gyrations: 115.6 mm
Mass of the specimen: 4793 g
Maximum Specific Gravity (Gmm): 2.509
Bulk Specific Gravity (Gmb): 2.426
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2289.060 cm^3
Volume of the specimen (Vm85): 2070.045 cm^3
Volume of the specimen (Vm130): 2041.785 cm^3
Uncorrected relative density (Gmmu8): 83.5 %
Uncorrected relative density (Gmmu85): 92.3 %
Uncorrected relative density (Gmmu130): 93.6 %
Relative density (Gmm8): 86.2 %
Relative density (Gmm85): 95.4 %
Relative density (Gmm130): 96.7 %
Air Voids (AV8): 13.8 %
Air Voids (AV85): 4.6 %
Air Voids (AV130): 3.3 %
General comments (publicly viewable) (Max 1000 characters): %Gmm8=86.3, %Gmm85=95.4, %Gmm130=96.7
Test was verified on 12/5/2023 ✔