Test 2021-04-21-18-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Sample Information
Sample Taken Date4/21/2021 Sample Unique Key18
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 testing4/28/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byG Last name of sampler or witnessed bydih
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Madera Transportation Laboratory (TL) Numberc816159
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 number10
Sublot number3 Tank number
Time of sample HMA SupplierVulcan Madera
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-04-21-18
DIME Test ID: 2021-04-21-18-4
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: 2021-05-05
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/04/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 20.998 kPa
Phase Angle (δ) (for the 10 cycles): 72.4 degree
Complex Modulus (G*) (for the 10 measurements): 2099.753 kPa
Test Temperature: 34.0 C
(G*) x sin(δ)=: 2001 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 05/05/2021