Summary for Test 2023-07-17-72-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
| Award Date | 01/04/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 07/17/2023 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 07/18/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.0% RAP Aggregate and virgin PG 58-22 from Albina (Klamath Falls, OR) |
| 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 | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79301 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 850960 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513 2023 15 |
Test Details
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DIME Sample ID: 2023-07-17-72
DIME Test ID: 2023-07-17-72-3
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: 2023-12-11
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: 07/26/2023
Start time of test (military time): 1033
Specimen identification: 1072601
Percent Binder Content: 6.6 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.0 mm
Height of the specimen after 8 gyrations: 128.4 mm
Height of the specimen after 85 gyrations: 116.5 mm
Height of the specimen after 130 gyrations: 115.0 mm
Mass of the specimen: 4672.9 g
Maximum Specific Gravity (Gmm): 2.450
Bulk Specific Gravity (Gmb): 2.362
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20.0 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2267.865 cm^3
Volume of the specimen (Vm85): 2057.681 cm^3
Volume of the specimen (Vm130): 2031.188 cm^3
Uncorrected relative density (Gmmu8): 84.1 %
Uncorrected relative density (Gmmu85): 92.7 %
Uncorrected relative density (Gmmu130): 93.9 %
Relative density (Gmm8): 86.3 %
Relative density (Gmm85): 95.2 %
Relative density (Gmm130): 96.4 %
Air Voids (AV8): 13.7 %
Air Voids (AV85): 4.8 %
Air Voids (AV130): 3.6 %
General comments (publicly viewable) (Max 1000 characters): AASHTO T 312:
%Gmm8=86.4,
%Gmm85=95.2,
%Gmm130=96.4;
CT 366:
S=43
Test was verified on 12/11/2023 ✔