Summary for Test 2020-06-08-37-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213835
DEA: 051F7404
EFIS: 0514000049
DIST-CO-RTE-PM05-MON-101-R28.0/R30.6
Award Date04/03/2019
Closeout Date08/23/2021
Work DescriptionPLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location DescriptionMONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
QA Service Level1 (Verified on 02/18/2019)

Sample Information

Sample Taken Date06/08/2020 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing06/19/2020 Sample typeVerification
A brief description of the sampleBag of RAP The quantity of what the sample constitutesOne JMF Renewal
From where was the sample collectedJob Site First name of sampler or witnessed byLarry
Last name of sampler or witnessed byScott Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSPM Templeton
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 SourceTempleton
Aggregate SizeUnknown Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-08-37
DIME Test ID: 2020-06-08-37-1
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-07-02

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 06/23/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1528.1 g
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: 1000 F
Corrected Asphalt Binder Content: 6.33 %
General comments (publicly viewable) (Max 1000 characters): Subtract 2.17 for equivalent ASTM D 2172 value.

Test was verified on 7/2/2020 ✔