Summary for Test 2023-08-22-36-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995017
DEA: 09392604
EFIS: 0922000035
DIST-CO-RTE-PM09--14-35.5/37.1
Award Date04/11/2023
Closeout Date10/10/2023
Work DescriptionCold plane AC pavement and place RHMA-G.
Location DescriptionIN KERN COUNTY ABOUT 19 MILES EAST OF MOJAVE FROM ROGERS ROAD TO 0.5 MILE EAST OF REDROCK RANDSBURG ROAD.
QA Service Level1 (Verified on 08/16/2023)

Sample Information

Sample Taken Date08/22/2023 Sample Unique Key36
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/23/2023
Sample typeQuality Assurance A brief description of the sample1/2" Rubberized Hot Mix
The quantity of what the sample constitutes1500 tons to 1796.74 total tons From where was the sample collectedSupplier
First name of sampler or witnessed byDylan Last name of sampler or witnessed byCarapazza
Title of sampler Telephone number of sampler
Laboratory sample identificationHMA3 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 Grading1/2 inch Lot number
Sublot number HMA Mix NumberGRF2012RHMALSM

Test Details

DIME Sample ID: 2023-08-22-36
DIME Test ID: 2023-08-22-36-1
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: 2023-08-28

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/28/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4243.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 6088.2 g
Mass of HMA Sample prior to ignition: 1844.7 g
Mass Loss: 144.2 g
Mass of aggregate remaining after ignition: 1700.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.18 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.64 %
General comments (publicly viewable) (Max 1000 characters): RHMA-03

Test was verified on 8/28/2023