Summary for Test 2021-07-26-43-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215628
DEA: 043Q4604
EFIS: 0419000214
DIST-CO-RTE-PM04-SON-128-0.0/L4.8,L4.9/12.2
Award Date05/10/2021
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA-A.
Location DescriptionSONOMA COUNTY NEAR CLOVERDALE AND GEYSERVILLE FROM MENDOCINO COUNTY LINE TO NORTH JUNCTION ROUTE 101 AND FROM ROUTE 101/128 SEPARATION TO SAUSAL CREEK BRIDGE
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date07/26/2021 Sample Unique Key43
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 testing09/07/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byCasy Last name of sampler or witnessed byP
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBoDean Santa Rosa Transportation Laboratory (TL) Numberc044235
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 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-07-26-43
DIME Test ID: 2021-07-26-43-4
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: 2021-09-20

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/15/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.227 kPa
Phase Angle (δ) (for the 10 cycles): 52.7 degree
Complex Modulus (G*) (for the 10 measurements): 4122.747 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3280 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 9/20/2021