Summary for Test 2020-04-15-42-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214642
DEA: 031G6704
EFIS: 0319000117
DIST-CO-RTE-PM03---
Award Date03/17/2020
Closeout Date01/13/2021
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA-G OVERLAY.
Location DescriptionGLENN COUNTY NEAR WILLOWS FROM 2.3 MILES EAST OF NYE CREEK BRIDGE TO 0.2 MILE WEST OF ROUTE 162/5 SEPARATION
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date04/15/2020 Sample Unique Key42
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 testing04/16/2020
Sample typeVerification A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMckeehan (WITNESS)
Title of samplerKnife River Construction personnel Telephone number of sampler
Laboratory sample identificationJMF20-016 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC Orland Drum Plant Transportation Laboratory (TL) NumberC779099
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 number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-15-42
DIME Test ID: 2020-04-15-42-1
Testing Lab: CT D03 - Olivehurst 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: 2021-01-11

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 05/01/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 7.60 %
General comments (publicly viewable) (Max 1000 characters): JMF20-016

Test was verified on 1/11/2021