Summary for Test 2023-10-27-73-5

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215005
DEA: 044J7504
EFIS: 0416000005
DIST-CO-RTE-PM04-ALA-84-R0.73/3.06
Award Date07/07/2022
Closeout DateNot set
Work DescriptionINSTALL OUTER SEPARATION BARRIERS Concrete barrier, shoulder widening, striping, cold plane and overlay.
Location DescriptionALAMEDA COUNTY IN FREMONT FROM 0.7 MILE NORTH OF SAN MATEO COUNTY LINE TO 0.1 MILE SOUTH OF TOLL PLAZA
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date10/27/2023 Sample Unique Key73
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 testing10/30/2023
Sample typeProduction Start-Up A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byLEONARDO Last name of sampler or witnessed byMENDOZA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta-Sunol Transportation Laboratory (TL) NumberC666436
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number1 HMA Mix NumberD04 JMF 22 040

Test Details

DIME Sample ID: 2023-10-27-73
DIME Test ID: 2023-10-27-73-5
Testing Lab: CT D04 - Hayward 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: 2023-11-22

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 10/27/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3266.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4802.9 g
Mass of HMA Sample prior to ignition: 1536.9 g
Mass Loss: 130.8 g
Mass of aggregate remaining after ignition: 1406.1 g
Correction Factor (Percent by mass of HMA Specimen): 1.03 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.20 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.28 %
General comments (publicly viewable) (Max 1000 characters): Asphalt Content #2

Test was verified on 11/22/2023