Summary for Test 2022-03-17-15-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date03/17/2022 Sample Unique Key15
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 testing03/22/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes2 Boxes 252.79 Tons Out From where was the sample collectedManufacturer
First name of sampler or witnessed byRuben Last name of sampler or witnessed byFernando
Title of sampler Telephone number of sampler
Laboratory sample identification0176A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA Coachella 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 NumberNot set

Test Details

DIME Sample ID: 2022-03-17-15
DIME Test ID: 2022-03-17-15-1
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: 2022-03-29

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ayman Nabulsi
Date of test: 03/26/2022
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.33 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/29/2022