Summary for Test 2023-08-11-52-6

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994120
DEA: 040J6314
EFIS: 0421000252
DIST-CO-RTE-PM04-SOL-12-21.2/22.6
Award Date09/16/2022
Closeout DateNot set
Work DescriptionROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location DescriptionSOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
QA Service Level1 (Verified on 09/13/2022)

Sample Information

Sample Taken Date08/11/2023 Sample Unique Key52
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 testing08/18/2023
Sample typeQuality Assurance A brief description of the sample1/2-INCH HMA Types A and B W/12%RAP
The quantity of what the sample constitutesLOT 1 SUBLOT 6 From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byHall
Title of sampler Telephone number of sampler7072999133
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernanlis -Tracy Drum Plant Transportation Laboratory (TL) Number
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 Grading1/2 inch Lot number1
Sublot number6 HMA Mix Number30240442412V

Test Details

DIME Sample ID: 2023-08-11-52
DIME Test ID: 2023-08-11-52-6
Testing Lab: CT D04 - Concord Field 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: 2023-09-08

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 08/18/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1767.9 g
Mass Loss: 118.5 g
Correction Factor (Percent by mass of HMA Specimen): 5.41 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 1.17 %
General comments (publicly viewable) (Max 1000 characters): LOT 1 SUBLOT 6 Drum Plant 12%RAP

Test was verified on 9/8/2023