Summary for Test 2020-05-05-9-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214314
DEA: 081F6904
EFIS: 0815000016
DIST-CO-RTE-PM08-RIV-79-0.0/15.6
Award Date10/02/2019
Closeout Date03/23/2021
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionRIVERSIDE COUNTY NEAR TEMECULA FROM SAN DIEGO COUNTY LINE TO 0.4 MILE EAST OF BUTTERFIELD STAGE ROAD
QA Service Level1 (Verified on 12/12/2019)

Sample Information

Sample Taken Date05/05/2020 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 testing05/06/2020
Sample typeAcceptance A brief description of the sample3/4 ' HMA-A- R15 PG64-28M
The quantity of what the sample constitutes300 tons out From where was the sample collectedSource
First name of sampler or witnessed byAAA Corona QC Last name of sampler or witnessed byAAA Corona QC
Title of sampler Telephone number of sampler
Laboratory sample identification0212A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Corona Transportation Laboratory (TL) Number
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 numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-05-9
DIME Test ID: 2020-05-05-9-2
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: 2020-05-07

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 05/07/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2140.2 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.36 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 4.84 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020