Summary for Test 2023-06-21-79-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
Award Date12/15/2020
Closeout DateNot set
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date06/21/2023 Sample Unique Key79
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 testing06/21/2023
Sample typeQuality Assurance A brief description of the sample1/2 HMA Type A
The quantity of what the sample constitutes750 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byBhalinder Last name of sampler or witnessed byPandher
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDeSilva Gates Sunol Transportation Laboratory (TL) NumberC032301
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 number1 HMA Mix NumberMD6741 WM

Test Details

DIME Sample ID: 2023-06-21-79
DIME Test ID: 2023-06-21-79-4
Testing Lab: CT D04 - Pleasanton 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: 2023-08-04

Test Results

What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Rob Lohman
Date of test: 07/12/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2858.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 4423.3 g
Mass of HMA Sample prior to ignition: 1564.5 g
Mass Loss: 110.5 g
Mass of aggregate remaining after ignition: 1454.0 g
Correction Factor (Percent by mass of HMA Specimen): 1.25 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.62 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 Sublot 2

Test was verified on 8/4/2023