Summary for Test 2024-08-08-80-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995029
DEA: 010K3104
EFIS: 0120000062
DIST-CO-RTE-PM01-MEN-101-30.8/R33.8
Award Date09/29/2023
Closeout DateNot set
Work DescriptionCalpella Cable Median Barrier
Location DescriptionMENDOCINO COUNTY NEAR UKIAH FROM ROUTE 101/20 SEPARATION TO 0.1 MILE SOUTH OF UVA DRIVE/NORTH STATE STREET
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date08/08/2024 Sample Unique Key80
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 testing07/24/2024
Sample typeAcceptance A brief description of the sample1/2" HMA-A 15% RAP PG 64-16
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Telephone number of sampler
Laboratory sample identification24-158 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBoDean Santa Rosa 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 Grading1/2 inch Lot number1
Sublot number8 HMA Mix Number600SPW 16

Test Details

DIME Sample ID: 2024-08-08-80
DIME Test ID: 2024-08-08-80-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2024-08-20

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 08/20/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1710 g
Mass Loss: 98.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.69 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 482 F
Corrected Asphalt Binder Content: 5.06 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2024