Summary for Test 2023-02-10-23-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct roadway and bridge with structural concrete and CIDH piling
Location DescriptionDistrict-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date02/10/2023 Sample Unique Key23
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 testing02/10/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes24 boxes From where was the sample collectedSource
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of samplerConsultant Telephone number of sampler9168373760
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBoDean Santa Rosa Transportation Laboratory (TL) Number861616
Inspector Lot Number from the Transportation Laboratory (TL) FormLot 1 Sublot 1 Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix NumberDO4 JMF 22 011

Test Details

DIME Sample ID: 2023-02-10-23
DIME Test ID: 2023-02-10-23-2
Testing Lab: CT D04 - Petaluma Field 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: 2023-03-23

Test Results

What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/13/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3232.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 5250.1 g
Mass of HMA Sample prior to ignition: 2017.2 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1895.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.88 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 900 F
Corrected Asphalt Binder Content: 5.04 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/23/2023