Summary for Test 2023-10-09-10-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215420
DEA: 060R2104
EFIS: 0614000058
DIST-CO-RTE-PM06-MAD-41-6.2/9.2
Award Date01/18/2023
Closeout DateNot set
Work DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
QA Service Level1 (Verified on 01/06/2021)

Sample Information

Sample Taken Date10/09/2023 Sample Unique Key10
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 testing10/10/2023
Sample typeVerification A brief description of the sample3/4 HMA SP R-15 Type A
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of samplerSenior Materials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Madera Plant 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 Grading3/4 inch Lot number2
Sublot number10 HMA Mix Number

Test Details

DIME Sample ID: 2023-10-09-10
DIME Test ID: 2023-10-09-10-1
Testing Lab: CT D06 - Millbrook 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: 2023-10-10

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/10/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2873.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 4950.8 g
Mass of HMA Sample prior to ignition: 2077.3 g
Mass Loss: 101.4 g
Mass of aggregate remaining after ignition: 1975.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.21 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.53 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2023