Summary for Test 2024-10-01-54-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000233
DEA: 09398004
EFIS: 0923000027
DIST-CO-RTE-PM09-KER-58-R93.0/R97.0,R139.8
Award Date05/24/2024
Closeout Date12/02/2024
Work DescriptionHOT MIX ASPHALT (TYPE A), & REMOVE CONCRETE PAVEMENT.
Location DescriptionKERN COUNTY NEAR TEHACHAPI FROM 0.2 MILE EAST OF DENNISON ROAD OVERCROSSING TO 2.2 MILES WEST OF SAND CANYON OVERHEAD BRIDGE AND NEAR BORON AT BORAX ROAD OVERCROSSING
QA Service Level1 (Verified on 04/03/2024)

Sample Information

Sample Taken Date10/01/2024 Sample Unique Key54
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 testing10/03/2024
Sample typeQuality Assurance A brief description of the sample3/4" HMA-A-SP PG64-16 R25
The quantity of what the sample constitutes750 Tons From where was the sample collectedSource
First name of sampler or witnessed byGranite Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identificationHMA-01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari Plant 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 Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2024-10-01-54
DIME Test ID: 2024-10-01-54-2
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: 2024-10-08

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 10/07/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4252.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 6297 g
Mass of HMA Sample prior to ignition: 2044.5 g
Mass Loss: 99.7 g
Mass of aggregate remaining after ignition: 1944.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.45 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.43 %
General comments (publicly viewable) (Max 1000 characters): HMA-01

Test was verified on 10/8/2024