Summary for Test 2020-04-15-19-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
| Award Date | 10/11/2019 |
| Closeout Date | 09/23/2020 |
| Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
| Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 04/15/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/15/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-28 M), 15.0 RAP, 1.0 Lime |
| The quantity of what the sample constitutes | JMF Verification | 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 | Telephone number of sampler | ||
| Laboratory sample identification | D78384 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Orland Plant | Transportation Laboratory (TL) Number | 853429 |
| 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2020-04-15-19
DIME Test ID: 2020-04-15-19-3
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: 2020-06-08
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/20/2020
Start time of test (military time): 1121
Specimen identification: 2042001
Percent Binder Content: 4.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.0 mm
Mass of the specimen: 4871.6 g
Maximum Specific Gravity (Gmm): 2.550
Bulk Specific Gravity (Gmb): 2.481
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
Uncorrected relative density (Gmmu8): 84.7 %
Uncorrected relative density (Gmmu85): 92.8 %
Uncorrected relative density (Gmmu130): 94.1 %
Air Voids (AV8): 12.4 %
Air Voids (AV85): 4.0 %
Air Voids (AV130): 2.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2020 ✔