Summary for Test 2023-04-21-14-1

Test performed: AASHTO T166-16

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 Date04/21/2023 Sample Unique Key14
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 testing04/21/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA
The quantity of what the sample constitutes6 boxes From where was the sample collectedJob Site
First name of sampler or witnessed byJosh Last name of sampler or witnessed byHubartt
Title of samplerTET Telephone number of sampler
Laboratory sample identificationHMA-10 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 number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-04-21-14
DIME Test ID: 2023-04-21-14-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2023-04-28

Test Results


Number of tests: 4
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 04/25/2023
Bulk Specific Gravity 1: 2.336
Bulk Specific Gravity 2: 2.334
Bulk Specific Gravity 3: 2.332
Bulk Specific Gravity 4: 2.333
Percent of water absorbed by volume 1: 0.61 %
Percent of water absorbed by volume 2: 0.33 %
Percent of water absorbed by volume 3: 0.44 %
Percent of water absorbed by volume 4: 0.51 %
Average Bulk Specific Gravity: 2.519
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/28/2023