Test 2021-08-25-37-4 (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 Date8/25/2021 Sample Unique Key37
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 testing9/7/2021
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of samplerCONSTR INSP Laboratory sample identification
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant Transportation Laboratory (TL) NumberC035044
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierGeorge Reed - Clements
Asphalt Binder SupplierVSS Emultech - West Sacramento CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 HMA Design ID
Test Details
DIME Sample ID: 2021-08-25-37
DIME Test ID: 2021-08-25-37-4
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: 2021-09-20
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/15/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 23.020 kPa
Phase Angle (δ) (for the 10 cycles): 48.9 degree
Complex Modulus (G*) (for the 10 measurements): 2302.052 kPa
Test Temperature: 31.0 C
(G*) x sin(δ)=: 1735 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 09/20/2021