Summary for Test 2020-06-18-45-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Award Date02/11/2020
Closeout Date10/06/2020
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/18/2020 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing06/19/2020 Sample typeVerification
A brief description of the sampleFine RAP (3/8-inch) The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byJimmy
Last name of sampler or witnessed byMontana Title of sampler
Telephone number of sampler Laboratory sample identificationD78492B
Linked DIME Sample ID The fabricator/manufacturer/facility nameWard Lake Plant, Litchfield, CA
Transportation Laboratory (TL) Number896987 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2020-06-18-45
DIME Test ID: 2020-06-18-45-1
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: 2020-10-13

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 06/20/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1601.8 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: 5.29 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2020 ✔