Summary for Test 2023-12-07-17-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214708
DEA: 07323904
EFIS: 0716000072
DIST-CO-RTE-PM07-VEN-1-21.3/28.4
Award Date03/27/2023
Closeout DateNot set
Work DescriptionCOLD PLANE AC, PLACE RUBBERIZED HOT MIX AS
Location DescriptionVENTURA COUNTY NEAR VENTURA FROM ROUTE 1/101 SEPARATION TO MOBIL PIER ROAD.
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date12/07/2023 Sample Unique Key17
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 testing12/08/2023
Sample typeAcceptance A brief description of the sample1/2" RHMA-G 326122 SAT VLO
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerTET Telephone number of sampler
Laboratory sample identification23-612 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Saticoy Transportation Laboratory (TL) NumberAK1207A
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 Number326122 SAT VLO

Test Details

DIME Sample ID: 2023-12-07-17
DIME Test ID: 2023-12-07-17-2
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: 2023-12-12

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 12/11/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4019.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 5533.9 g
Mass of HMA Sample prior to ignition: 1514.3 g
Mass Loss: 115.9 g
Mass of aggregate remaining after ignition: 1398.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.01 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.64 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/12/2023