Summary for Test 2022-06-13-31-5
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 993343 DEA: 022J3604 EFIS: 0221000070 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-67.5/R75.1 |
| Award Date | 12/02/2021 |
| Closeout Date | 07/25/2022 |
| Work Description | ASPHALT-RUBBER BINDER, SEAL COAT & REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.2 MILE EAST OF LATKA ROAD TO 0.1 MILE EAST OF LITTLE GIANT MILL ROAD |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 06/13/2022 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 06/13/2022 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79050 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 708125 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-13-31
DIME Test ID: 2022-06-13-31-5
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: 2022-06-27
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: 06/14/2022
Start time of test (military time): 0859
Specimen identification: 2061401
Percent Binder Content: 5.5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 114.3 mm
Height of the specimen after 8 gyrations: 128.6 mm
Height of the specimen after 85 gyrations: 115.8 mm
Height of the specimen after 130 gyrations: 114.3 mm
Mass of the specimen: 4770.3 g
Maximum Specific Gravity (Gmm): 2.499
Bulk Specific Gravity (Gmb): 2.437
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 1.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2271.398 cm^3
Volume of the specimen (Vm85): 2045.318 cm^3
Volume of the specimen (Vm130): 2018.824 cm^3
Uncorrected relative density (Gmmu8): 84.0 %
Uncorrected relative density (Gmmu85): 93.3 %
Uncorrected relative density (Gmmu130): 94.6 %
Relative density (Gmm8): 86.7 %
Relative density (Gmm85): 96.3 %
Relative density (Gmm130): 97.5 %
Air Voids (AV8): 13.3 %
Air Voids (AV85): 3.7 %
Air Voids (AV130): 2.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2022 ✔