Test 2021-09-26-4-5 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215615
DEA: 101L2304
EFIS: 1020000163
DIST-CO-RTE-PM10-SJ-4-5.4/13.4
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD
Sample Information
Sample Taken Date9/26/2021 Sample Unique Key4
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 testing10/7/2021
Sample typeAcceptance A brief description of the sample64-28M
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of samplerInspector Laboratory sample identification
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant Transportation Laboratory (TL) Number21H4AC-JK
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-26-4
DIME Test ID: 2021-09-26-4-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-22
Test Results

Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/19/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.410 kPa
Phase Angle (δ) (for the 10 cycles): 67.3 degree
Complex Modulus (G*) (for the 10 measurements): 4.099 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 4.44 kPa
Stress Amplitude 2: 0.219 kPa
Phase Angle 2 (δ) (for the 10 cycles): 69.8 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 2.190 kPa
Test Temperature (Specimen 2): no data
Dynamic Shear 2, G*/sin(δ): 2.33 kPa
Delta at 2.2 kpa: 70.0 degree
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 10/22/2021