Summary for Test 2023-02-03-21-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993830
DEA: 080H7914
EFIS: 0821000072
DIST-CO-RTE-PM08-SBD-15-5.1/5.8
Award Date06/21/2022
Closeout Date12/18/2023
Work DescriptionRAMP METERING SYSTEM, HMA, RHMA, AND ROADWAY EXCAVATION.
Location DescriptionSAN BERNARDINO COUNTY IN RANCHO CUCAMONGA FROM FOOTHILL BOULEVARD UNDERCROSSING TO 0.4 MILE NORTH OF FOOTHILL BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 11/10/2022)

Sample Information

Sample Taken Date02/03/2023 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 testing02/07/2023
Sample typeAcceptance A brief description of the sample3/4" RHMA-G-SP R15 0.5% LAS
The quantity of what the sample constitutes2 BOXES From where was the sample collectedManufacturer
First name of sampler or witnessed byIDRIS Last name of sampler or witnessed byNAJJAR
Title of sampler Telephone number of sampler
Laboratory sample identification0140G-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona 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: 2023-02-03-21
DIME Test ID: 2023-02-03-21-1
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: 2023-02-16

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 02/09/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2143.7 g
Mass Loss: 159.5 g
Correction Factor (Percent by mass of HMA Specimen): -0.06 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.10 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.40 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/16/2023