Summary for Test 2023-02-08-36-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993508
DEA: 070W1104
EFIS: 0721000059
DIST-CO-RTE-PM07-LA-210-R35.9/R52.2
Award Date04/04/2022
Closeout DateNot set
Work DescriptionCOLD PLANE OVERLAY, INDIVIDUAL REPLACEMENT SLAB AND TRAFFIC STRIPING.
Location DescriptionLOS ANGELES COUNTY FROM HIGHLAND AVENUE UNDERCROSSING IN DUARTE TO SAN ANTONIO WASH BRIDGE IN CLAREMONT.
QA Service Level1 (Verified on 04/19/2022)

Sample Information

Sample Taken Date02/08/2023 Sample Unique Key36
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 testing02/23/2023
Sample typeAcceptance A brief description of the sample3/4" HMA-A 220831A IRW LTR
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of samplerTEC Telephone number of sampler
Laboratory sample identification23-023 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Irwindale Transportation Laboratory (TL) Number924425
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 Number220831A IRW LTR

Test Details

DIME Sample ID: 2023-02-08-36
DIME Test ID: 2023-02-08-36-2
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: 2023-02-28

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 02/23/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4017.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 6080.6 g
Mass of HMA Sample prior to ignition: 2063.2 g
Mass Loss: 113.9 g
Mass of aggregate remaining after ignition: 1949.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.52 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 5.00 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/28/2023