Summary for Test 2024-03-12-37-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214698
DEA: 120N8904
EFIS: 1214000130
DIST-CO-RTE-PM12-ORA-133-8.3/M9.3
Award Date11/09/2023
Closeout DateNot set
Work DescriptionCONSTRUCT AUXILIARY LANE.
Location DescriptionORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date03/12/2024 Sample Unique Key37
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 testing03/21/2024
Sample typeProduction Start-Up A brief description of the sample3/4" HMA-A-SP R25
The quantity of what the sample constitutes19 BOXES OF HMA, 2 BAGS AGGS, 2 BAGS RAP, 3 QTS PG58-16 From where was the sample collectedManufacturer
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0147A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVULCAN CORONA DRUM 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 Number220200 CORD SJR

Test Details

DIME Sample ID: 2024-03-12-37
DIME Test ID: 2024-03-12-37-4
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: 2024-05-17

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 03/23/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2168.0 g
Mass Loss: 112.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.29 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.74 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/17/2024