Summary for Test 2019-08-16-10-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213283
DEA: 060U09U4
EFIS: 0616000243
DIST-CO-RTE-PM06-FRE-168-R36.0/65.9
Award Date08/24/2018
Closeout Date01/31/2020
Work DescriptionHMA RESURFACING AND REHAB CULVERTS
Location DescriptionFRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date08/16/2019 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 testing08/22/2019
Sample typeDispute Resolution A brief description of the sample3/4 inch HMA 15%RAP
The quantity of what the sample constitutes5 From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byShirvani
Title of samplerTE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMillbrook construction Fresno Security Paving 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: 2019-08-16-10
DIME Test ID: 2019-08-16-10-1
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: 08/29/2019
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: 2203.5 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 2096.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.17 %
Moisture Content: 0.16 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.52 %
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no. 019-026 Dispute Resolution AASHTO T-308 Lot3 SL7

Test was verified on 12/17/2019