Summary for Test 2024-05-05-8-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994327
DEA: 081G4704
EFIS: 0816000001
DIST-CO-RTE-PM08-RIV-74-3.1/53.5
Award Date04/06/2023
Closeout Date10/05/2026
Work DescriptionSTRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date05/05/2024 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing05/07/2024 Sample typeDepartment Acceptance
A brief description of the sample3/4" HMA-A-SP R15 The quantity of what the sample constitutes2 BOXES OF HMA
From where was the sample collectedManufacturer First name of sampler or witnessed byMaryanna
Last name of sampler or witnessed byLandaverde Title of sampler
Telephone number of sampler Laboratory sample identification0228A-24
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
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number105927
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-05-05-8
DIME Test ID: 2024-05-05-8-1
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: 2024-05-13

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 05/10/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2119.7 g
Mass Loss: 99.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.02 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.54 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2024 ✔