Summary for Test 2023-08-09-100-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
DIST-CO-RTE-PM02-SHA-299-67.8/77.8
Award Date02/09/2023
Closeout DateNot set
Work DescriptionBURNEY CAPM - PAVEMENT REHABILITATION
Location DescriptionBUNCH GRASS LOOKOUT RD TO NAPA LN
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date08/09/2023 Sample Unique Key100
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 testing08/09/2023
Sample typeProduction Start-Up A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identificationD79315 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number823601
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-08-09-100
DIME Test ID: 2023-08-09-100-1
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: 2024-01-26

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Joe Mishoe and Terry McCormick
Date of test: 08/11/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3062.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5198.5 g
Mass of HMA Sample prior to ignition: 2136.5 g
Mass Loss: 111.2 g
Mass of aggregate remaining after ignition: 2025.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.71 %
General comments (publicly viewable) (Max 1000 characters): Pb=4.71%

Test was verified on 1/26/2024