Summary for Test 2023-09-26-32-9

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994593
DEA: 081M1804
DIST-CO-RTE-PM08-RIV-10,74,79,86,111,243-Var
Award Date05/09/2023
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE AND HOT MIX ASPHALT OVERLAY.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/14/2023)

Sample Information

Sample Taken Date09/26/2023 Sample Unique Key32
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 testing09/28/2023
Sample typeVerification A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byHector Reyes QC Last name of sampler or witnessed byHector Reyes QC
Title of sampler Telephone number of sampler
Laboratory sample identification0500-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta -Coachella 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
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-09-26-32
DIME Test ID: 2023-09-26-32-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-22: 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: PAV residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 10/30/2023
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 50.7 degree
(G*) x sin(δ)=: 1840 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/4/2023