Test 2021-03-16-10-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215167
DEA: 100X5204
EFIS: 1013000002
DIST-CO-RTE-PM10-MER-165-8.6/9.8
Work DescriptionUPGRADE CURB RAMPS, DRAINAGE, AND LIGHTING.
Location DescriptionMERCED COUNTY IN LOS BANOS FROM 0.2 MILE SOUTH OF ROUTE 152 TO SANTA CRUZ WAY
Sample Information
Sample Taken Date3/16/2021 Sample Unique Key10
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 testing4/2/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 out of 2 From where was the sample collectedJob Site
First name of sampler or witnessed byNot Last name of sampler or witnessed by provided
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTBD Transportation Laboratory (TL) Numberc034784
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGeorge Reed Munn & Perkins
Asphalt Binder SupplierMarathon Petroleum Co. LP - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-16-10
DIME Test ID: 2021-03-16-10-4
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: 2021-04-07
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/07/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.622 kPa
Phase Angle (δ) (for the 10 cycles): 51.6 degree
Complex Modulus (G*) (for the 10 measurements): 4161.371 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 3261 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std. Specs. PAV

Test was verified on 04/07/2021