Summary for Test 2019-04-15-15-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213050
DEA: 051J5204
EFIS: 0517000195
DIST-CO-RTE-PM05-SLO-58-6.9/30.0
Award Date03/19/2018
Closeout Date12/30/2019
Work DescriptionCOLD PLANE EXISTING ROADWAY AND RESURFACE WITH RHMA-G.
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 6 MILES EAST OF SANTA MARGARITA FROM ROUTE 229 TO NAVAJO CREEK BRIDGE
QA Service Level1 (Verified on 09/06/2019)

Sample Information

Sample Taken Date04/15/2019 Sample Unique Key15
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 testing04/15/2019
Sample typeDispute Resolution A brief description of the sample3/4 inch RHMA-G
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byB Last name of sampler or witnessed byBarber
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePapich Construction 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 TypeRHMA-G
HMA Grading3/4 inch Lot number2
Sublot number3 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-15-15
DIME Test ID: 2019-04-15-15-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-17

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Gurpartap Grewal
Date of test: 04/16/2019
Test procedure used?: Method B
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2132.3 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1953.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.88 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.50 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/17/2019