Summary for Test 2020-06-08-46-8
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
| Award Date | 02/11/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/08/2020 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2020 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-16) 23.0 RAP, 1.0 Lime | The quantity of what the sample constitutes | JMF Verification and PSE |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | CGI | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78459 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | |
| Transportation Laboratory (TL) Number | 733200 | 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 | 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: 2020-06-08-46
DIME Test ID: 2020-06-08-46-8
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: 2020-08-27
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: 06/10/2020
Start time of test (military time): 0659
Specimen identification: 02061002
Percent Binder Content: 5.5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.0 mm
Mass of the specimen: 4670.8 g
Maximum Specific Gravity (Gmm): 2.447
Bulk Specific Gravity (Gmb): 2.352
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): 83.6 %
Uncorrected relative density (Gmmu85): 91.9 %
Uncorrected relative density (Gmmu130): 93.2 %
Air Voids (AV8): 13.8 %
Air Voids (AV85): 5.2 %
Air Voids (AV130): 3.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2020 ✔