Summary for Test 2023-05-15-63-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 05/15/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 05/15/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero - Benicia |
| 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79227 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815606 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-05-15-63
DIME Test ID: 2023-05-15-63-3
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: 2023-06-05
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 06/05/2023
Start time of test (military time): 1637
Specimen identification: 1051501
Percent Binder Content: 4.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.8 mm
Height of the specimen after 8 gyrations: 130.8 mm
Height of the specimen after 85 gyrations: 118.3 mm
Height of the specimen after 130 gyrations: 116.8 mm
Mass of the specimen: 4925.3 g
Maximum Specific Gravity (Gmm): 2.577
Bulk Specific Gravity (Gmb): 2.483
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): 2310.255 cm^3
Volume of the specimen (Vm85): 2089.474 cm^3
Volume of the specimen (Vm130): 2062.980 cm^3
Uncorrected relative density (Gmmu8): 82.7 %
Uncorrected relative density (Gmmu85): 91.5 %
Uncorrected relative density (Gmmu130): 92.6 %
Relative density (Gmm8): 86.0 %
Relative density (Gmm85): 95.1 %
Relative density (Gmm130): 96.4 %
Air Voids (AV8): 14.0 %
Air Voids (AV85): 4.9 %
Air Voids (AV130): 3.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2023 ✔