Summary for Test 2024-04-11-42-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 994962
DEA: 07357304
EFIS: 0719000062
DIST-CO-RTE-PM07-LA-5-6.6/13.1
Award Date04/27/2023
Closeout DateNot set
Work DescriptionREPLACE CONCRETE SLABS AND MEDIAN BARRIER,
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS, DOWNEY AND CITY OF COMMERCE FROM 0.2 MILE SOUTH OF ROUTE 5/605 SEPARATION TO 0.1 MILE NORT
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date04/11/2024 Sample Unique Key42
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 testing04/12/2024
Sample typeVerification A brief description of the sampleJMF verification sample
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byAlejandro Last name of sampler or witnessed byAlejandro QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Irwindale Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-04-11-42
DIME Test ID: 2024-04-11-42-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-04-15

Test Results


Phase: RTFO residue
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 04/15/2024
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Dynamic Shear, G*/sin(δ): 4.49 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/15/2024