Summary for Test 2023-07-07-9-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date07/07/2023 Sample Unique Key9
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 testing07/10/2023
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP-R24 1.0% LSM
The quantity of what the sample constitutes3 Boxes 542.71 Tons Out From where was the sample collectedManufacturer
First name of sampler or witnessed byRigoberto Last name of sampler or witnessed byArroyo
Title of sampler Telephone number of sampler
Laboratory sample identification0358A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel-Tempe 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 NumberCA125MA

Test Details

DIME Sample ID: 2023-07-07-9
DIME Test ID: 2023-07-07-9-1
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: 2023-07-17

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 07/11/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2177.2 g
Mass Loss: 104.8 g
Correction Factor (Percent by mass of HMA Specimen): -0.04 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.72 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2023