Summary for Test 2023-02-11-7-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215003
DEA: 040J6204
EFIS: 0414000019
DIST-CO-RTE-PM04-ALA-680-12.4/21.9
Award Date04/12/2022
Closeout DateNot set
Work DescriptionREHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location DescriptionALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date02/11/2023 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing02/13/2023
Sample typeQuality Assurance A brief description of the sampleHot mix asphalt in boxes
The quantity of what the sample constitutes1400 tons From where was the sample collectedJob Site
First name of sampler or witnessed byAbeer Last name of sampler or witnessed byDahhan
Title of samplerTransportation Engineer Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta Sunol Plant Transportation Laboratory (TL) NumberC773070
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 number1
Sublot number1 HMA Mix NumberL200271V

Test Details

DIME Sample ID: 2023-02-11-7
DIME Test ID: 2023-02-11-7-2
Testing Lab: CT D04 - Pleasanton 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: 2023-02-22

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Leo Mendoza
Date of test: 02/14/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3237.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 5251.2 g
Mass of HMA Sample prior to ignition: 2013.4 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1893.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.08 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 482 F
Corrected Asphalt Binder Content: 4.75 %
General comments (publicly viewable) (Max 1000 characters): Sample #2

Test was verified on 2/22/2023