Summary for Test 2019-07-01-18-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213826
DEA: 023H1704
EFIS: 0217000066
DIST-CO-RTE-PM02-MOD-299-Var
Award Date02/21/2019
Closeout Date11/01/2020
Work DescriptionCOLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location DescriptionMODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date07/01/2019 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing07/02/2019 Sample typeVerification
A brief description of the sampleCombined RAP (3/8-inch) The quantity of what the sample constitutesJMF
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identificationD77970D
Linked DIME Sample ID The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA
Transportation Laboratory (TL) Number768943 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceAlturas Plant
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP StockpileContinuous Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-01-18
DIME Test ID: 2019-07-01-18-1
Testing Lab: CT D02 - Redding 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: 2020-04-24

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 07/08/2019
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 4636.3 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 6.85 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2020 ✔