Summary for Test 2024-04-25-93-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 04/25/2024 | Sample Unique Key | 93 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/25/2024 | 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 | D. |
| Last name of sampler or witnessed by | Owen | Title of sampler | PEI |
| Telephone number of sampler | Laboratory sample identification | D79484 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 858486 | 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: 2024-04-25-93
DIME Test ID: 2024-04-25-93-3
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: 2024-08-15
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: 04/30/2024
Start time of test (military time): 1034
Specimen identification: 1043005
Percent Binder Content: 4.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.5 mm
Height of the specimen after 8 gyrations: 129.5 mm
Height of the specimen after 85 gyrations: 117.0 mm
Height of the specimen after 130 gyrations: 115.5 mm
Mass of the specimen: 4841.9 g
Maximum Specific Gravity (Gmm): 2.524
Bulk Specific Gravity (Gmb): 2.457
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): 2287.294 cm^3
Volume of the specimen (Vm85): 2066.512 cm^3
Volume of the specimen (Vm130): 2040.019 cm^3
Uncorrected relative density (Gmmu8): 83.9 %
Uncorrected relative density (Gmmu85): 92.8 %
Uncorrected relative density (Gmmu130): 94.0 %
Relative density (Gmm8): 86.8 %
Relative density (Gmm85): 96.1 %
Relative density (Gmm130): 97.3 %
Air Voids (AV8): 13.2 %
Air Voids (AV85): 3.9 %
Air Voids (AV130): 2.7 %
General comments (publicly viewable) (Max 1000 characters): %Gmm8=86.8%,
%Gmm85=96.1%,
%Gmm130=97.3%
Test was verified on 8/15/2024 ✔