Summary for Test 2022-05-31-11-1

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 Date05/31/2022 Sample Unique Key11
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 testing06/03/2022
Sample typeDepartment Acceptance A brief description of the sample3/8" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes3 Boxes HMA, 1 Qt PG64-16 From where was the sample collectedManufacturer
First name of sampler or witnessed byHarrison Last name of sampler or witnessed byKain
Title of sampler Telephone number of sampler
Laboratory sample identification0331A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA Lake Elsinore 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 Grading3/8 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-31-11
DIME Test ID: 2022-05-31-11-1
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: 2022-06-06

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Edwin Rojas
Date of test: 06/04/2022
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: 7.19 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/6/2022