Summary for Test 2024-04-22-55-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994328
DEA: 081H0604
EFIS: 0816000130
DIST-CO-RTE-PM08-RIV-74-34.3/45.1
Award Date01/03/2023
Closeout DateNot set
Work DescriptionFIBER OPTIC CABLE SYSTEMS, RHMA, HMA, AND MINOR CONCRETE.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR HEMET FROM WINCHESTER ROAD TO FAIRVIEW AVENUE
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date04/22/2024 Sample Unique Key55
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 testing04/25/2024
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A-SP
The quantity of what the sample constitutes2 boxes Of HMA-A From where was the sample collectedManufacturer
First name of sampler or witnessed byEdmond Last name of sampler or witnessed byJabbour
Title of sampler Telephone number of sampler
Laboratory sample identification0191A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Perris 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 Number105927

Test Details

DIME Sample ID: 2024-04-22-55
DIME Test ID: 2024-04-22-55-1
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: 2024-05-01

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Ayman Nabulsi
Date of test: 04/27/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2173.1 g
Mass Loss: 111.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.14 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.85 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/1/2024