Summary for Test 2023-05-22-69-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date05/22/2023 Sample Unique Key69
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 testing05/26/2023
Sample typeAcceptance A brief description of the sample1/2" RHMA-G 326120 SVA3 LTR
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byMD Last name of sampler or witnessed byShahjahan
Title of samplerMREA Telephone number of sampler
Laboratory sample identification23-151 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Sun Valley Transportation Laboratory (TL) Number016795
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number326120 SVA3 LTR

Test Details

DIME Sample ID: 2023-05-22-69
DIME Test ID: 2023-05-22-69-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2023-06-05

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 05/30/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4028.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5577.6 g
Mass of HMA Sample prior to ignition: 1549.1 g
Mass Loss: 123.0 g
Mass of aggregate remaining after ignition: 1426.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.12 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.82 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2023