Summary for Test 2023-05-15-100-1

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 Date05/15/2023 Sample Unique Key100
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 testing05/18/2023
Sample typeProduction Start-Up A brief description of the sample3/4" HMA-A-SP R15
The quantity of what the sample constitutes20 boxes of HMA, 3 bags of AGG, 1 bag of RAP, 2 QTS of PG64-28PM From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0262A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona 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 Number105927

Test Details

DIME Sample ID: 2023-05-15-100
DIME Test ID: 2023-05-15-100-1
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: 2023-06-13

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Antonio Torres
Date of test: 05/22/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2205.8 g
Mass Loss: 110.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.07 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.80 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/13/2023