Summary for Test 2024-09-10-96-3

Test performed: AASHTO T166-16

Project Information

Project IdentifiersProject ID: 1000206
DEA: 033G2704
EFIS: 0324000079
DIST-CO-RTE-PM03-SUT-99-8.3/14.1
Award Date06/27/2024
Closeout Date04/23/2025
Work DescriptionREPLACE PAVEMENT.
Location DescriptionSUTTER COUNTY ON ROUTE 99 NEAR NICOLAUS FROM 0.3 MILE NORTH OF ROUTE 70 JUNCTION TO 0.6 MILE SOUTH OF LAUREL AVENUE
QA Service Level1 (Verified on 04/18/2024)

Sample Information

Sample Taken Date09/10/2024 Sample Unique Key96
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 testing09/11/2024
Sample typeProduction Start-Up A brief description of the sample6 Boxes
The quantity of what the sample constitutes1/2" RHMA-G From where was the sample collectedSource
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of samplerTET Telephone number of sampler
Laboratory sample identificationDaily 24-185 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed Elk Horn Transportation Laboratory (TL) NumberC803815
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number1 HMA Mix Number
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: 2024-09-10-96
DIME Test ID: 2024-09-10-96-3
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2024-09-30

Test Results


Number of tests: 4
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 09/16/2024
Bulk Specific Gravity 1: 2.302
Bulk Specific Gravity 2: 2.302
Bulk Specific Gravity 3: 2.301
Bulk Specific Gravity 4: 2.300
Percent of water absorbed by volume 1: 0.92 %
Percent of water absorbed by volume 2: 0.71 %
Percent of water absorbed by volume 3: 0.67 %
Percent of water absorbed by volume 4: 0.84 %
Average Bulk Specific Gravity: 2.301
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/30/2024