Summary for Test 2023-12-06-8-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout DateNot set
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date12/06/2023 Sample Unique Key8
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 testing12/07/2023
Sample typeProduction Start-Up A brief description of the sample3/4" HMA-A R15 05% LAS
The quantity of what the sample constitutes16 BOXES OF HMA From where was the sample collectedManufacturer
First name of sampler or witnessed byNathan Last name of sampler or witnessed byOGBASELLASIE
Title of samplerTE Telephone number of sampler
Laboratory sample identification0608A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMatich Plant Rialto 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 NumberLHP 63D

Test Details

DIME Sample ID: 2023-12-06-8
DIME Test ID: 2023-12-06-8-4
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-01-11

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 12/08/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2189.0 g
Mass Loss: 115.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.54 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.61 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/11/2024