Summary for Test 2023-09-18-80-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 994603
DEA: 09392404
EFIS: 0922000037
DIST-CO-RTE-PM09-KER-14,58-Var
Award Date04/21/2023
Closeout Date12/22/2023
Work DescriptionHOT MIX ASPHALT (TYPE A), REMOVE ASPHALT CONCRETE PAVEMENT, STRIPING.
Location DescriptionKERN COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/22/2023)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key80
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 testing10/02/2023
Sample typeQuality Assurance A brief description of the sampleTEST Asphalt Binder PG 64-16
The quantity of what the sample constitutesPSE 1 Can From where was the sample collectedSource
First name of sampler or witnessed byELI Last name of sampler or witnessed byDONT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSJR 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 64-16
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: 2023-09-18-80
DIME Test ID: 2023-09-18-80-3
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: 2023-11-04

Test Results


Phase: RTFO residue
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/05/2023
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 87.8 degree
Dynamic Shear, G*/sin(δ): 3.38 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/4/2023