Summary for Test 2021-03-04-27-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Award Date05/07/2020
Closeout Date11/01/2021
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
QA Service Level1 (Verified on 01/03/2019)

Sample Information

Sample Taken Date03/04/2021 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing03/05/2021 Sample typeDepartment Acceptance
A brief description of the sample1/2-inch RAP (Combined) The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byMonte
Last name of sampler or witnessed bySpencer Title of sampler
Telephone number of sampler Laboratory sample identificationD78752B
Linked DIME Sample ID The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant
Transportation Laboratory (TL) Number896989 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceOrland Plant
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-04-27
DIME Test ID: 2021-03-04-27-1
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: 2021-04-22

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 03/11/2021
Test procedure used?: Method A
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: 1600.2 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1515.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.03 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.24 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/22/2021 ✔