Summary for Test 2021-11-29-24-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 208942
DEA: 100Y2104
EFIS: 1013000104
COOP: 10415
DIST-CO-RTE-PM10-TUO-108-R4.3/R5.1
Award Date07/17/2020
Closeout DateNot set
Work DescriptionMODIFY AND WIDEN STRUCTURE
Location DescriptionAT PEACEFUL OAK ROAD INTERCHANGE ,PART OF EAST SONORA BYPASS
QA Service Level1 (Verified on 12/06/2013)

Sample Information

Sample Taken Date11/29/2021 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 testing12/06/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 70-10
The quantity of what the sample constitutes2CANS From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byCOZAD
Title of samplerinspector Telephone number of sampler
Laboratory sample identificationGRI-CLEMENTS Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero-Benicia Asphalt Plant Transportation Laboratory (TL) Number21MC0085
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierGRI
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-11-29-24
DIME Test ID: 2021-11-29-24-1
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: 2021-12-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 12/14/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.168 kPa
Phase Angle (δ) (for the 10 cycles): 85.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.402 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 12/20/2021