Summary for Test 2020-11-19-11-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date11/19/2020 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing02/08/2021 Sample typeVerification
A brief description of the sampleRAP The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byJ. Buscheck (WITNESS)
Last name of sampler or witnessed byJ. Buscheck (WITNESS) Title of samplerGranite Personnel
Telephone number of sampler Laboratory sample identificationJMF21-006
Linked DIME Sample ID2020-11-19-10 The fabricator/manufacturer/facility nameGranite Construction Company -- Bradshaw Plant
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceGranite Construction Company Bradshaw Plant, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)40,000
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-11-19-11
DIME Test ID: 2020-11-19-11-1
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: 2021-04-14

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Granite Personnel
Date of test: 10/22/2020
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: 4.69 %
General comments (publicly viewable) (Max 1000 characters): JMF21-006.

Test was verified on 4/14/2021