Summary for Test 2023-09-21-50-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993287
DEA: 112T35U4
EFIS: 1121000195
DIST-CO-RTE-PM11-SD-5-R37.4/R52.6
Award DateNot set
Closeout DateNot set
Work DescriptionCMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location DescriptionIN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 09/23/2021)

Sample Information

Sample Taken Date09/21/2023 Sample Unique Key50
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 testing09/25/2023
Sample typeQuality Assurance A brief description of the sample1/2" RHMA
The quantity of what the sample constitutes12 boxes 2 bags From where was the sample collectedSource
First name of sampler or witnessed byJesse Last name of sampler or witnessed byFuentes
Title of sampler Telephone number of sampler
Laboratory sample identification5212-PSU Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta 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 Number21218080SR

Test Details

DIME Sample ID: 2023-09-21-50
DIME Test ID: 2023-09-21-50-1
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: 2023-10-30

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/29/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4010.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5586.3 g
Mass of HMA Sample prior to ignition: 1576.2 g
Mass Loss: 127.6 g
Mass of aggregate remaining after ignition: 1448.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.40 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.70 %
General comments (publicly viewable) (Max 1000 characters): Binder Content Requirement 7.5

Test was verified on 10/30/2023