Summary for Test 2023-07-24-113-3
Test performed: AASHTO T312-14Project Information
Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
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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 | 07/24/2023 | Sample Unique Key | 113 |
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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 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP Aggregate and virgin PG 58-34 M 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 | Dawn | Last name of sampler or witnessed by | Sloaterman |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79303 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858037 |
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 | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | JMF3513 2023 14 |
Test Details
DIME Sample ID: 2023-07-24-113
DIME Test ID: 2023-07-24-113-3
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: 2023-12-18
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: 08/01/2023
Start time of test (military time): 1517
Specimen identification: 1080107
Percent Binder Content: 6.1 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.8 mm
Height of the specimen after 8 gyrations: 130.6 mm
Height of the specimen after 85 gyrations: 118.3 mm
Height of the specimen after 130 gyrations: 116.8 mm
Mass of the specimen: 4687.0 g
Maximum Specific Gravity (Gmm): 2.457
Bulk Specific Gravity (Gmb): 2.342
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): 2306.723 cm^3
Volume of the specimen (Vm85): 2089.474 cm^3
Volume of the specimen (Vm130): 2062.980 cm^3
Uncorrected relative density (Gmmu8): 82.7 %
Uncorrected relative density (Gmmu85): 91.3 %
Uncorrected relative density (Gmmu130): 92.5 %
Relative density (Gmm8): 85.2 %
Relative density (Gmm85): 94.1 %
Relative density (Gmm130): 95.3 %
Air Voids (AV8): 14.8 %
Air Voids (AV85): 5.9 %
Air Voids (AV130): 4.7 %
General comments (publicly viewable) (Max 1000 characters): AASHTO T 312:
%Gmm8=85.3,
%Gmm85=94.1,
%Gmm130=95.4;
CT 366:
S=42
Test was verified on 12/18/2023 ✔