Summary for Test 2023-08-18-50-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994254
DEA: 120R2904
EFIS: 1218000076
DIST-CO-RTE-PM12-ORA-22-R5.5
Award Date11/09/2022
Closeout Date05/02/2024
Work DescriptionPLACE HIGH FRICTION SURFACE TREATMENT, LOOP DETECTORS, MGS AND CB.
Location DescriptionORANGE COUNTY IN GARDEN GROVE AT WESTBOUND BROOKHURST STREET ON-RAMP AND OFF-RAMP
QA Service Level1 (Verified on 01/10/2023)

Sample Information

Sample Taken Date08/18/2023 Sample Unique Key50
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 testing08/21/2023
Sample typeProduction Start-Up A brief description of the sample3/4" RHMA-G-SP 0.50% EVO
The quantity of what the sample constitutes19 BOXES OF RHMA From where was the sample collectedManufacturer
First name of sampler or witnessed byR.J NOBLE Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0424G-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameR J Noble -Orange 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 Number49R003ARSPWEO

Test Details

DIME Sample ID: 2023-08-18-50
DIME Test ID: 2023-08-18-50-4
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: 2023-09-01

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Marta Landaverde
Date of test: 08/22/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2122.0 g
Mass Loss: 160.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.33 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2023