Summary for Test 2020-05-21-37-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214725
DEA: 020J1304
EFIS: 0219000064
DIST-CO-RTE-PM02-LAS-139-43.0/53.0
Award Date04/10/2020
Closeout Date10/06/2020
Work DescriptionCOLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location DescriptionLASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date05/21/2020 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing05/22/2020 Sample typeVerification
A brief description of the sampleFine RAP The quantity of what the sample constitutesJMF Verification Renewal
From where was the sample collectedManufacturer First name of sampler or witnessed byJimmy
Last name of sampler or witnessed byMontana Title of sampler
Telephone number of sampler Laboratory sample identificationD78438B
Linked DIME Sample ID The fabricator/manufacturer/facility nameShaw Pit Facility
Transportation Laboratory (TL) Number733196 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceShaw Pit Facility
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-21-37
DIME Test ID: 2020-05-21-37-1
Testing Lab: CT D02 - Redding Northern 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: 2020-07-16

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 05/23/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1502.2 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 6.77 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2020 ✔