Summary for Test 2019-03-19-9-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213605
DEA: 081E5504
DIST-CO-RTE-PM08-SBD-127-28.0/R28.5
Award Date11/09/2018
Closeout Date05/31/2019
Work DescriptionCONSTRUCT 8' SHOULDERS AND INSTALL 12" RUMBLE STRIPS (AC PAVEMENT)
Location DescriptionIN SAN BERNARDINO COUNTY ABOUT 28 MILES NORTH ON BAKER FROM 28 MILES TO 28.5 MILES NORTH OF ROUTE 15
QA Service Level1 (Verified on 01/07/2019)

Sample Information

Sample Taken Date03/19/2019 Sample Unique Key9
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 testing03/20/2019
Sample typeAcceptance A brief description of the sample3/4" WMA-A R15
The quantity of what the sample constitutes306.11 tons out From where was the sample collectedSource
First name of sampler or witnessed byunknown Last name of sampler or witnessed byunknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Oro Grande 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 numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-19-9
DIME Test ID: 2019-03-19-9-1
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: 2019-03-29

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 03/21/2019
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: 4.67 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/22/2019