Summary for Test 2021-03-04-28-1

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 Key28
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 testing03/05/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
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 identificationD78751 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number896988
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 number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-04-28
DIME Test ID: 2021-03-04-28-1
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 (Asphalt Binder Content)
Test Release Date: 2021-04-26

Test Results


Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 03/08/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 2036.7 g
Mass of aggregate remaining after ignition: 1916.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.67 %
Moisture Content: 0.15 %
Test Temperature: 1000 F
Asphalt Binder Content: 5.06 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/26/2021