Summary for Test 2023-05-19-82-3
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 | 05/19/2023 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 05/19/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 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 | D79241 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815614 |
| 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: 2023-05-19-82
DIME Test ID: 2023-05-19-82-3
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: 2023-06-29
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/22/2023
Start time of test (military time): 1515
Specimen identification: 1052201
Percent Binder Content: 4.5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 117.9 mm
Height of the specimen after 8 gyrations: 132.5 mm
Height of the specimen after 85 gyrations: 119.6 mm
Height of the specimen after 130 gyrations: 117.9 mm
Mass of the specimen: 4966.4 g
Maximum Specific Gravity (Gmm): 2.599
Bulk Specific Gravity (Gmb): 2.505
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): 2340.281 cm^3
Volume of the specimen (Vm85): 2112.435 cm^3
Volume of the specimen (Vm130): 2082.409 cm^3
Uncorrected relative density (Gmmu8): 81.7 %
Uncorrected relative density (Gmmu85): 90.5 %
Uncorrected relative density (Gmmu130): 91.8 %
Relative density (Gmm8): 85.8 %
Relative density (Gmm85): 95.0 %
Relative density (Gmm130): 96.4 %
Air Voids (AV8): 14.2 %
Air Voids (AV85): 5.0 %
Air Voids (AV130): 3.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2023 ✔