Test 2020-09-30-13-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Sample Information
Sample Taken Date9/30/2020 Sample Unique Key13
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 testing10/6/2020
Sample typeAcceptance A brief description of the sample#25 Test, #24(200929E), #26(201001E) No Test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed bySPM Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCalPortland Garey Plant Transportation Laboratory (TL) Number200930E
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 HMA Design ID
Test Details
DIME Sample ID: 2020-09-30-13
DIME Test ID: 2020-09-30-13-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-10-21
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/09/2020
Test Plate Diameter: 8 mm
Test Temperature: 28.0 C
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.291 kPa
Complex Modulus (G*) (for the 10 measurements): 5028.503 kPa
Phase Angle (δ) (for the 10 cycles): 58.7 degree
(G*) x sin(δ)=: 4297 kPa
General comments (publicly viewable) (Max 250 characters): Per 2018 Standard Specifications

Test was verified on 10/21/2020