Summary for Test 2023-06-15-37-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993493
DEA: 100Q1224
EFIS: 1014000168
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date03/30/2022
Closeout Date04/30/2025
Work DescriptionWIDEN CONCRETE PAVEMENT LANES AND BRIDGES.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 01/10/2022)

Sample Information

Sample Taken Date06/15/2023 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing06/16/2023 Sample typeQuality Assurance
A brief description of the sample3/4 HMA The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byTimothy
Last name of sampler or witnessed byTrefz Title of samplerLab Technician
Telephone number of sampler Laboratory sample identification23-H-103
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Materials Vernalis
Transportation Laboratory (TL) Number714962 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number2
Sublot number16 HMA Mix Number22J24A
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-06-15-37
DIME Test ID: 2023-06-15-37-2
Testing Lab: CT D10 - District 10 Materials 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: 2023-06-22

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 06/19/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2016.0 g
Mass Loss: 113.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.26 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/22/2023