Summary for Test 2021-08-19-36-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215084
DEA: 100W8704
EFIS: 1017000006
DIST-CO-RTE-PM10-CAL-4-29.0,29.2/29.4
Award Date09/23/2020
Closeout Date08/04/2022
Work DescriptionWIDEN ROADWAY, HMA RESURFACE,REPLACE CULVERTS,AND FLASHING BEACONS.
Location DescriptionCALAVERAS COUNTY AT MURPHYS AT 0.2 MILE WEST OF PENNSYLVANIA GULCH ROAD AND FROM PENNSYLVANIA GULCH ROAD TO MITCHLER STREET
QA Service Level1 (Verified on 08/03/2020)

Sample Information

Sample Taken Date08/19/2021 Sample Unique Key36
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 testing08/27/2021
Sample typeAcceptance A brief description of the sampleBINDER
The quantity of what the sample constitutes4 cans From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byCozad
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-08-19-36
DIME Test ID: 2021-08-19-36-4
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: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.155 kPa
Phase Angle (δ) (for the 10 cycles): 50.3 degree
Complex Modulus (G*) (for the 10 measurements): 3715.531 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2859 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV

Test was verified on 9/2/2021