Summary for Test 2023-06-21-63-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213811
DEA: 112T2184
EFIS: 1116000174
DIST-CO-RTE-PM11-SD-5-R38.4/R47.3
Award Date10/29/2018
Closeout Date01/03/2024
Work Description(Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement.
Location DescriptionIN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING.
QA Service Level1 (Verified on 12/19/2018)

Sample Information

Sample Taken Date06/21/2023 Sample Unique Key63
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 testing06/22/2023
Sample typeQuality Assurance A brief description of the sample1/2" RHMA-G
The quantity of what the sample constitutes12 boxes 3 bags From where was the sample collectedSource
First name of sampler or witnessed byMARCO Last name of sampler or witnessed byESTUDILLO
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Carroll Canyon 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 number
Sublot number HMA Mix Number21218080

Test Details

DIME Sample ID: 2023-06-21-63
DIME Test ID: 2023-06-21-63-1
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: 2023-09-19

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/12/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3966.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 5513.1 g
Mass of HMA Sample prior to ignition: 1546.2 g
Mass Loss: 117.9 g
Mass of aggregate remaining after ignition: 1428.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.09 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.54 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/19/2023