Summary for Test 2024-05-14-122-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-22.0/30.6 |
| Award Date | 02/23/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD |
| QA Service Level | 1 (Verified on 12/04/2023) |
Sample Information
| Sample Taken Date | 05/14/2024 | Sample Unique Key | 122 |
|---|---|---|---|
| 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 | 05/14/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) |
| 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 | CGI | Last name of sampler or witnessed by | Hat Creek |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79529 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 876853 |
| 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: 2024-05-14-122
DIME Test ID: 2024-05-14-122-3
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: 2024-11-26
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 05/16/2024
Start time of test (military time): 1221
Specimen identification: 1051612
Percent Binder Content: 5.3 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.7 mm
Height of the specimen after 8 gyrations: 131.0 mm
Height of the specimen after 85 gyrations: 118.3 mm
Height of the specimen after 130 gyrations: 116.7 mm
Mass of the specimen: 4690.8 g
Maximum Specific Gravity (Gmm): 2.460
Bulk Specific Gravity (Gmb): 2.360
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): 2313.788 cm^3
Volume of the specimen (Vm85): 2089.474 cm^3
Volume of the specimen (Vm130): 2061.214 cm^3
Uncorrected relative density (Gmmu8): 82.4 %
Uncorrected relative density (Gmmu85): 91.3 %
Uncorrected relative density (Gmmu130): 92.5 %
Relative density (Gmm8): 85.5 %
Relative density (Gmm85): 94.6 %
Relative density (Gmm130): 95.9 %
Air Voids (AV8): 14.5 %
Air Voids (AV85): 5.4 %
Air Voids (AV130): 4.1 %
General comments (publicly viewable) (Max 1000 characters): %Gmm8=85.5,
%Gmm85=94.7%,
%Gmm130=96.0
Test was verified on 11/26/2024 ✔