Summary for Test 2023-12-01-21-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214486
DEA: 080K1224
EFIS: 0815000244
DIST-CO-RTE-PM08-SBD-15-R28.6/37.5
Award DateNot set
Closeout DateNot set
Work DescriptionREHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date12/01/2023 Sample Unique Key21
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 testing12/05/2023
Sample typeAcceptance A brief description of the sample1" HMA-A-SP R25 1%LSM
The quantity of what the sample constitutes2 BOXES OF HMA From where was the sample collectedManufacturer
First name of sampler or witnessed byNATHAN Last name of sampler or witnessed byOGBASELLASIE
Title of samplerTE Telephone number of sampler
Laboratory sample identification0596A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBLUE DIAMOND MATERIALS-VICTORVILLE 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 inch Lot number3
Sublot number39 HMA Mix Number300222 CPC R25

Test Details

DIME Sample ID: 2023-12-01-21
DIME Test ID: 2023-12-01-21-1
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-12-11

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 12/06/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 3156.0 g
Mass Loss: 152.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.61 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.09 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.13 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/11/2023