Summary for Test 2019-07-30-16-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date07/30/2019 Sample Unique Key16
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 testing07/30/2019
Sample typeVerification A brief description of the sampleCombined RAP, 3/8-inch
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byColt Last name of sampler or witnessed bySweeny
Title of sampler Telephone number of sampler
Laboratory sample identificationD78055 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock Quarry Transportation Laboratory (TL) Number736161
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate SizeCombined, 3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-30-16
DIME Test ID: 2019-07-30-16-1
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: 2020-03-09

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Arthur Mills
Date of test: 08/01/2019
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1605.5 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: 5.83 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2020