Summary for Test 2023-06-23-75-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994243
DEA: 044J8404
EFIS: 0416000027
DIST-CO-RTE-PM04-CC-24-R3.4/R3.6
Award Date11/28/2022
Closeout DateNot set
Work DescriptionSEISMIC RESTORATION.
Location DescriptionCONTRA COSTA COUNTY IN ORINDA FROM 0.1 MILE WEST OF SAINT STEPHENS DRIVE OVERCROSSING TO 0.1 MILE EAST OF SAINT STEPHENS DRIVE OVERCROSSING.
QA Service Level1 (Verified on 09/13/2022)

Sample Information

Sample Taken Date06/23/2023 Sample Unique Key75
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 testing06/30/2023
Sample typeQuality Assurance A brief description of the sample1/2-Inch HMA Types A and B W/ 25%RAP
The quantity of what the sample constitutesSampled @ 9:30AM De Silva Gates Pleasantan 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 nameDe Silva Gates Pleasanton drier Drum 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 number
Sublot number HMA Mix Number6741 WM

Test Details

DIME Sample ID: 2023-06-23-75
DIME Test ID: 2023-06-23-75-1
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: 2023-09-11

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 06/30/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1590.8 g
Mass Loss: 104.5 g
Correction Factor (Percent by mass of HMA Specimen): 4.89 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 1.49 %
General comments (publicly viewable) (Max 1000 characters): Sampled @9:30Am De Silva Gates Pleasanton Drier Drum 25%RAP

Test was verified on 9/11/2023