Summary for Test 2022-08-31-31-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215093
DEA: 101C2804
EFIS: 1014000134
DIST-CO-RTE-PM10-SJ-99-30.9/31.3
Award Date10/21/2020
Closeout Date08/30/2023
Work DescriptionRAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE.
Location DescriptionSAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING
QA Service Level1 (Verified on 08/21/2020)

Sample Information

Sample Taken Date08/31/2022 Sample Unique Key31
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 testing08/31/2022
Sample typeQuality Assurance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJason Last name of sampler or witnessed byKort
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification22-H-132 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGRI,Clements Transportation Laboratory (TL) Number034450
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 number3 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-31-31
DIME Test ID: 2022-08-31-31-2
Testing Lab: CT D10 - District 10 Materials 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: 2023-04-19

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Chris Hanson
Date of test: 09/07/2022
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.69 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.78 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023