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
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 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

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