Summary for Test 2022-01-21-47-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993183
DEA: 031H2704
EFIS: 0316000082
DIST-CO-RTE-PM03-YUB-70-R11.2/13.5
Award Date10/14/2021
Closeout DateNot set
Work DescriptionUPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location DescriptionYUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date01/21/2022 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing02/10/2022 Sample typeVerification
A brief description of the sample1/2" Rap The quantity of what the sample constitutes2 Bags of RAP
From where was the sample collectedSupplier First name of sampler or witnessed byZack
Last name of sampler or witnessed byMason Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKRC HALLWOOD Drum Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceKRC Hallwood
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-21-47
DIME Test ID: 2022-01-21-47-1
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: 2022-03-22

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Julian Gonzales
Date of test: 02/10/2022
Test procedure used?: no data
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: 5.38 %
General comments (publicly viewable) (Max 1000 characters): JMF 22-001

Test was verified on 3/22/2022 ✔