Summary for Test 2020-09-17-20-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214629
DEA: 051H9304
EFIS: 0517000017
DIST-CO-RTE-PM05-SLO-46-R17.2/R17.6
Award Date04/07/2020
Closeout Date10/20/2022
Work DescriptionCONSTRUCT ROUNDABOUT.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR TEMPLETON FROM 0.2 MILE WEST TO 0.2 MILE EAST OF VINEYARD DRIVE
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date09/17/2020 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing09/25/2020 Sample typeVerification
A brief description of the sampleBag of RAP The quantity of what the sample constitutesOne JMF Verification
From where was the sample collectedManufacturer 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 nameCalPortland Paso Robles
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 SourceCalPortland Paso Robles
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-17-20
DIME Test ID: 2020-09-17-20-2
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: 2020-10-01

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 09/28/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1807.9 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: 6.38 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2020 ✔