Summary for Test 2023-07-13-86-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date07/13/2023 Sample Unique Key86
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 testing07/14/2023
Sample typeQuality Assurance A brief description of the sample1/2 HMA
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDutra Materials Richmond 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 number11 HMA Mix Number

Test Details

DIME Sample ID: 2023-07-13-86
DIME Test ID: 2023-07-13-86-1
Testing Lab: CT D04 - Petaluma 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: 2024-02-13

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 07/14/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1607 g
Mass Loss: 105.6 g
Correction Factor (Percent by mass of HMA Specimen): 1.01 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.38 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/13/2024