Summary for Test 2023-06-21-38-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994400
DEA: 09378904
EFIS: 0919000003
DIST-CO-RTE-PM09-KER-14-46.2/52.8
Award Date01/06/2023
Closeout Date12/27/2023
Work DescriptionRHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location DescriptionKERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
QA Service Level1 (Verified on 05/30/2023)

Sample Information

Sample Taken Date06/21/2023 Sample Unique Key38
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 testing06/26/2023
Sample typeAcceptance A brief description of the sampleRHMA
The quantity of what the sample constitutes1 box From where was the sample collectedSource
First name of sampler or witnessed byClintwood Last name of sampler or witnessed byRobancho
Title of sampler Telephone number of sampler
Laboratory sample identificationRHMA-16 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston-Lebec 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 TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-06-21-38
DIME Test ID: 2023-06-21-38-2
Testing Lab: CT D09 - Bishop Field 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: 2023-06-29

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/28/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4248.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 6257.7 g
Mass of HMA Sample prior to ignition: 2009.3 g
Mass Loss: 157.4 g
Mass of aggregate remaining after ignition: 1851.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.15 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.68 %
General comments (publicly viewable) (Max 1000 characters): RHMA-16

Test was verified on 6/29/2023