Summary for Test 2019-03-25-10-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213765
DEA: 081J1804
EFIS: 0817000221
DIST-CO-RTE-PM08-RIV-10-R105.2/R135.1
Award Date12/27/2018
Closeout Date06/23/2021
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING & UPGRADE TRAFFIC STRIPING
Location DescriptionRIVERSIDE COUNTY FROM 0.1 MILE EAST OF ROUTE 177 TO 0.1 MILE EAST OF WILEY WELL OVERCROSSING
QA Service Level1 (Verified on 02/06/2019)

Sample Information

Sample Taken Date03/25/2019 Sample Unique Key10
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 testing03/26/2019
Sample typeAcceptance A brief description of the sample3/4" HMA-A R15 PG 64-28M (1.0% Lime Slurry)
The quantity of what the sample constitutes120.42 tons out From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed bySeym
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Indio Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number8 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-25-10
DIME Test ID: 2019-03-25-10-1
Testing Lab: CT D08 - Fontana Southern 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: 2019-04-10

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Anthony Diaz
Date of test: 03/28/2019
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: no data
Corrected Asphalt Binder Content: 4.56 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2019