Summary for Test 2022-01-07-1-1

Test performed: AASHTO T166-16

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/07/2022 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing01/07/2022 Sample typeAggregate Prequalification Program
A brief description of the sample3/4 HMA Type A The quantity of what the sample constitutesJMF 3 bags
From where was the sample collectedJob Site First name of sampler or witnessed byChristopher
Last name of sampler or witnessed byEscobar Title of sampler
Telephone number of sampler2096655586 Laboratory sample identification1514651651
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Construction Vernalis HMA Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2022-01-07-1
DIME Test ID: 2022-01-07-1-1
Testing Lab: Granite Construction Company - Tracy
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: 2022-01-07

Test Results


Number of tests: 3
Input Type: Calculated
Tester's full name: Chris Escobar
Date of test: 01/04/2022
Bulk Specific Gravity 1: 2.367
Bulk Specific Gravity 2: 2.359
Bulk Specific Gravity 3: 2.363
Percent of water absorbed by volume 1: 1.00 %
Percent of water absorbed by volume 2: 1.00 %
Percent of water absorbed by volume 3: 1.00 %
Average Bulk Specific Gravity: 2.361
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/7/2022