Summary for Test 2024-05-13-112-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-25.2/38.6 |
| Award Date | 10/13/2023 |
| Closeout Date | 06/12/2025 |
| Work Description | HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL. |
| Location Description | SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING |
| QA Service Level | 1 (Verified on 02/27/2019) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 112 |
|---|---|---|---|
| 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 | 05/13/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) |
| 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 | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79527 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 899685 |
| 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 | ||
| 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: 2024-05-13-112
DIME Test ID: 2024-05-13-112-3
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: 2024-11-07
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: 11/05/2024
Start time of test (military time): 1252
Specimen identification: 1051411
Percent Binder Content: 5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.1 mm
Height of the specimen after 8 gyrations: 130.3 mm
Height of the specimen after 85 gyrations: 117.7 mm
Height of the specimen after 130 gyrations: 116.1 mm
Mass of the specimen: 4865 g
Maximum Specific Gravity (Gmm): 2.547
Bulk Specific Gravity (Gmb): 2.462
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): 2078.876 cm^3
Volume of the specimen (Vm130): 2050.616 cm^3
Uncorrected relative density (Gmmu8): 83.0 %
Uncorrected relative density (Gmmu85): 91.9 %
Uncorrected relative density (Gmmu130): 93.1 %
Relative density (Gmm8): 86.1 %
Relative density (Gmm85): 95.3 %
Relative density (Gmm130): 96.7 %
Air Voids (AV8): 13.9 %
Air Voids (AV85): 4.7 %
Air Voids (AV130): 3.3 %
General comments (publicly viewable) (Max 1000 characters): %Gmm8=86.1, %Gmm85=95.3, %Gmm130=96.7
Test was verified on 11/7/2024 ✔