Summary for Test 2023-07-13-59-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995072
DEA: 051P7004
EFIS: 0522000097
DIST-CO-RTE-PM05-SLO-58-45.0/51.0
Award Date03/06/2023
Closeout Date09/12/2023
Work DescriptionPartial depth recycling with RHMA-G overlay.
Location DescriptionON STATE HIGHWAY IN SAN LUIS OBISPO COUNTY ABOUT 22 MILES WEST OF MCKITTRICK FROM 0.2 MILE WEST OF SODA LAKE ROAD TO 0.3 MILE EAST OF BOULDER CREEK ROAD.
QA Service Level1 (Verified on 08/08/2023)

Sample Information

Sample Taken Date07/13/2023 Sample Unique Key59
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 testing07/28/2023
Sample typeDispute Resolution A brief description of the sample3/4 RHMA-G
The quantity of what the sample constitutes1 Box From where was the sample collectedSource
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byLarey-Chezem
Title of samplerTET Telephone number of sampler
Laboratory sample identification023-041 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston Transportation Laboratory (TL) NumberC991758
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number1
Sublot number15 HMA Mix Number

Test Details

DIME Sample ID: 2023-07-13-59
DIME Test ID: 2023-07-13-59-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2023-08-08

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 08/07/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2097.6 g
Mass Loss: 183.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.32 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.17 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 8.28 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/8/2023