Summary for Test 2021-05-10-24-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215183
DEA: 101C1704
EFIS: 1014000144
DIST-CO-RTE-PM10-MER-99-R12.7/17.8
Award Date01/22/2021
Closeout DateNot set
Work DescriptionRECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP.
Location DescriptionMERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING.
QA Service Level1 (Verified on 10/20/2020)

Sample Information

Sample Taken Date05/10/2021 Sample Unique Key24
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 testing05/21/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Santa Fe Winton Transportation Laboratory (TL) Numberc034719
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 SupplierTeichert - Santa Fe Winton
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-05-10-24
DIME Test ID: 2021-05-10-24-4
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: 2021-05-27

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.985 kPa
Phase Angle (δ) (for the 10 cycles): 52.3 degree
Complex Modulus (G*) (for the 10 measurements): 2998.262 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 2372 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specs PAV

Test was verified on 5/27/2021