Summary for Test 2021-06-23-54-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 06/23/2021 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 06/24/2021 |
| Sample type | Verification | A brief description of the sample | Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 15.0 RAP and virgin PG 64-28 M from Valero - Benicia |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Serna |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78854 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | Transportation Laboratory (TL) Number | 896904 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | 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: 2021-06-23-54
DIME Test ID: 2021-06-23-54-3
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: 2022-02-15
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/29/2021
Start time of test (military time): 1226
Specimen identification: 2062911
Percent Binder Content: 5.7 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.9 mm
Height of the specimen after 8 gyrations: 128.0 mm
Height of the specimen after 85 gyrations: 115.4 mm
Height of the specimen after 130 gyrations: 113.9 mm
Mass of the specimen: 4630.9 g
Maximum Specific Gravity (Gmm): 2.425
Bulk Specific Gravity (Gmb): 2.366
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 0.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2260.800 cm^3
Volume of the specimen (Vm85): 2038.253 cm^3
Volume of the specimen (Vm130): 2011.759 cm^3
Uncorrected relative density (Gmmu8): 84.5 %
Uncorrected relative density (Gmmu85): 93.7 %
Uncorrected relative density (Gmmu130): 94.9 %
Relative density (Gmm8): 86.8 %
Relative density (Gmm85): 96.3 %
Relative density (Gmm130): 97.6 %
Air Voids (AV8): 13.2 %
Air Voids (AV85): 3.7 %
Air Voids (AV130): 2.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/15/2022 ✔