Summary for Test 2023-10-03-38-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994638
DEA: 023J8404
EFIS: 0222000089
DIST-CO-RTE-PM02-SIS-96-28.0/34.5
Award Date05/25/2023
Closeout Date04/11/2024
Work DescriptionHMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date10/03/2023 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing10/03/2023 Sample typeProduction Start-Up
A brief description of the sample2 bags of Combined RAP The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79364B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA)
Transportation Laboratory (TL) Number824482 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-10-03-38
DIME Test ID: 2023-10-03-38-3
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: 2023-10-13

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/04/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3016.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4633.3 g
Mass of HMA Sample prior to ignition: 1617.2 g
Mass Loss: 108.8 g
Mass of aggregate remaining after ignition: 1508.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.54 %
General comments (publicly viewable) (Max 1000 characters): Pbr(Uncorrected)=6.54

Test was verified on 10/13/2023 ✔