Summary for Test 2020-05-13-35-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Award Date10/31/2019
Closeout Date08/03/2023
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level1 (Verified on 02/27/2020)

Sample Information

Sample Taken Date05/13/2020 Sample Unique Key35
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 testing05/14/2020
Sample typeVerification A brief description of the sample1/2 inch HMA - A w/RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC741853
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 Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-13-35
DIME Test ID: 2020-05-13-35-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2020-11-11

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 06/15/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 5.20 %
General comments (publicly viewable) (Max 1000 characters): JMF20-020

Test was verified on 11/11/2020