Summary for Test 2023-02-01-30-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993124
DEA: 101F1704
EFIS: 1016000032
DIST-CO-RTE-PM10-SJ-26,99-1.1,19.3
Award Date09/07/2021
Closeout Date08/30/2023
Work DescriptionREMOVE AND REPLACE BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date02/01/2023 Sample Unique Key30
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 testing02/06/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byTreven Last name of sampler or witnessed byFulkerson
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification23-h-010 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) Number032234
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 number2
Sublot number1 HMA Mix Number22 006

Test Details

DIME Sample ID: 2023-02-01-30
DIME Test ID: 2023-02-01-30-2
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: Hans Camenzind
Date of test: 02/10/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2204.0 g
Mass Loss: 125.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.72 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.85 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023