Summary for Test 2023-09-10-8-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993400
DEA: 101F4604
EFIS: 1016000139
DIST-CO-RTE-PM10-SJ-4-4.5/4.9
Award Date01/25/2022
Closeout Date05/08/2024
Work DescriptionRIVER BRIDGE AND ROADWAY REALIGNMENT.
Location DescriptionSAN JOAQUIN COUNTY NEAR HOLT FROM MIDDLE RIVER BRIDGE TO 0.5 MILE EAST OF MIDDLE RIVER BRIDGE.
QA Service Level1 (Verified on 11/09/2021)

Sample Information

Sample Taken Date09/10/2023 Sample Unique Key8
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 testing10/10/2023
Sample typeDepartment Acceptance A brief description of the samplePG 64-10/16
The quantity of what the sample constitutes2 can of 2 From where was the sample collectedSource
First name of sampler or witnessed byT Last name of sampler or witnessed byTrefz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number749406
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 number1
Sublot number1 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-09-10-8
DIME Test ID: 2023-09-10-8-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2023-10-17

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/13/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.971 kPa
Phase Angle (δ) (for the 10 cycles): 48.4 degree
Complex Modulus (G*) (for the 10 measurements): 3181.064 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2379 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/17/2023