Summary for Test 2020-04-15-18-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214322
DEA: 021H74U4
EFIS: 0218000043
DIST-CO-RTE-PM02-TEH-36-87.8/89.1
Award Date10/11/2019
Closeout Date09/23/2020
Work DescriptionCURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE.
Location DescriptionTEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date04/15/2020 Sample Unique Key18
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 testing04/15/2020
Sample typeVerification A brief description of the sampleCombined RAP (5/8" Minus)
The quantity of what the sample constitutesJMF Verification 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 identificationD78385B Linked DIME Sample ID
The fabricator/manufacturer/facility nameOrland Plant Transportation Laboratory (TL) Number853430
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceKRC Orland
Aggregate Size1/2-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-15-18
DIME Test ID: 2020-04-15-18-1
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: 2020-06-04

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 04/17/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1631.6 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: 5.31 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/4/2020