Summary for Test 2023-03-20-6-7

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 994401
DEA: 09379304
EFIS: 0919000007
DIST-CO-RTE-PM09-INY-127-21.0/34.5,41.8/49.4
Award Date01/23/2023
Closeout Date12/27/2023
Work DescriptionPARTIAL DEPTH RECYCLE AND HOT MIX ASPHALT (TYPE A).
Location DescriptionINYO COUNTY NEAR SHOSHONE FROM 4.6 MILES NORTH OF ROUTE 178 WEST TO 7.6 MILES SOUTH OF ROUTE 190 AND FROM 0.3 MILE SOUTH OF ROUTE 190 TO NEVADA STATE LINE
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date03/20/2023 Sample Unique Key6
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 testing03/20/2023
Sample typeVerification A brief description of the sample3/4" HMA-A-SP R15
The quantity of what the sample constitutes4000 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byHubartt
Title of samplerTET Telephone number of sampler7609373217
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWulfenstein Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number5 HMA Mix Number

Test Details

DIME Sample ID: 2023-03-20-6
DIME Test ID: 2023-03-20-6-7
Testing Lab: CT D09 - Bishop Field 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: 2023-04-03

Test Results


HMA Type: Type A HMA
Is this test used for JMF verification: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 03/21/2023
Start time of test (military time): 0900
Specimen identification: 4
Percent Binder Content: 4.6 %
Average diameter of the mold: 60 mm
Height of the extruded specimen (Hm): 115.1 mm
Height of the specimen after 8 gyrations: no data
Height of the specimen after 85 gyrations: 115.1 mm
Height of the specimen after 130 gyrations: no data
Mass of the specimen: 4792.5 g
Maximum Specific Gravity (Gmm): 2.519
Bulk Specific Gravity (Gmb): 2.417
Unit weight of water: 2804 g/cm^3
Gyration Angle: no data
Gyration Angle: no data
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): no data
Volume of the specimen (Vm85): 325.273 cm^3
Volume of the specimen (Vm130): no data
Uncorrected relative density (Gmmu8): no data
Uncorrected relative density (Gmmu85): 0.2 %
Uncorrected relative density (Gmmu130): no data
Relative density (Gmm8): no data
Relative density (Gmm85): 96.0 %
Relative density (Gmm130): no data
Air Voids (AV8): no data
Air Voids (AV85): 4.0 %
Air Voids (AV130): no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2023