Summary for Test 2022-01-09-5-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214671
DEA: 07303904
EFIS: 0714000044
DIST-CO-RTE-PM07-LA-10-31.2/37.2
Award Date11/25/2020
Closeout Date10/11/2023
Work DescriptionLANE REPLACEMENT
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level1 (Verified on 01/21/2021)

Sample Information

Sample Taken Date01/09/2022 Sample Unique Key5
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 testing01/14/2022
Sample typeAcceptance A brief description of the sample3/4" RHMA-G 226108 IRW LTR
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byCesar Last name of sampler or witnessed byGomez
Title of samplerVulcan QC Telephone number of sampler
Laboratory sample identification22-0010 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Irwindale Transportation Laboratory (TL) NumberJD22004
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 NumberNot set

Test Details

DIME Sample ID: 2022-01-09-5
DIME Test ID: 2022-01-09-5-2
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: 2022-01-14

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 01/14/2022
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2053.5 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1900.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 7.10 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/14/2022