Test 2021-07-29-35-3 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215680
DEA: 010K4804
EFIS: 0120000102
DIST-CO-RTE-PM01-LAK-20-0.7/5.2,5.9/8.2
Work DescriptionRHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE.
Location DescriptionLAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29
Sample Information
Sample Taken Date7/29/2021 Sample Unique Key35
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 testing8/20/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameWestern Emulsions - White City OR Transportation Laboratory (TL) Number000000
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
Asphalt Binder SupplierWestern Emulsions - White City Emulsion Plant - White City OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-29-35
DIME Test ID: 2021-07-29-35-3
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: 2021-09-02
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/23/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.402 kPa
Phase Angle (δ) (for the 10 cycles): 82.4 degree
Complex Modulus (G*) (for the 10 measurements): 4.017 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 4.05 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications RTFO

Test was verified on 09/02/2021