Summary for Test 2023-10-12-99-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994615
DEA: 112N1644
EFIS: 1122000151
DIST-CO-RTE-PM11-IMP-8-R3.7/R48.0
Award Date05/19/2023
Closeout Date06/11/2024
Work DescriptionMICROSURFACING, COLD PLANE, RHMA, PAVEMENT MARKING, & CENSUS SYSTEMS.
Location DescriptionIMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF MOUNTAIN SPRINGS ROAD UNDERCROSSING TO 0.2 MILE EAST OF ROUTE 7/8 SEPARATION
QA Service Level1 (Verified on 06/04/2024)

Sample Information

Sample Taken Date10/12/2023 Sample Unique Key99
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 testing10/16/2023
Sample typeQuality Assurance A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes4 boxes 4 bags From where was the sample collectedJob Site
First name of sampler or witnessed byJoe Last name of sampler or witnessed byLoper
Title of sampler Telephone number of sampler
Laboratory sample identification9803-A Linked DIME Sample ID
The fabricator/manufacturer/facility nameAPI Gateway 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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-10-12-99
DIME Test ID: 2023-10-12-99-3
Testing Lab: CT D11 - District 11 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: 2024-03-19

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/28/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4018.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5558.8 g
Mass of HMA Sample prior to ignition: 1540.3 g
Mass Loss: 124.1 g
Mass of aggregate remaining after ignition: 1416.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.08 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.98 %
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 3/19/2024