Summary for Test 2020-06-10-45-8
Test performed: AASHTO T312-14Project Information
Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
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DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
Award Date | 05/08/2020 |
Closeout Date | 08/14/2023 |
Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 06/10/2020 | Sample Unique Key | 45 |
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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 | 06/11/2020 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
The quantity of what the sample constitutes | JMF Verification | 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 | D78466 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Ward Lake Plant | Transportation Laboratory (TL) Number | 896982 |
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 | Not set |
Test Details
DIME Sample ID: 2020-06-10-45
DIME Test ID: 2020-06-10-45-8
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: 2020-09-10
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/12/2020
Start time of test (military time): 1723
Specimen identification: 2061214
Percent Binder Content: 6.4 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 114.5 mm
Mass of the specimen: 4596.7 g
Maximum Specific Gravity (Gmm): 2.408
Bulk Specific Gravity (Gmb): 2.357
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): 84.8 %
Uncorrected relative density (Gmmu85): 93.2 %
Uncorrected relative density (Gmmu130): 94.4 %
Air Voids (AV8): 12.0 %
Air Voids (AV85): 3.4 %
Air Voids (AV130): 2.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/10/2020 ✔