Summary for Test 2021-10-14-59-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215403
DEA: 021H4004
EFIS: 0216000042
DIST-CO-RTE-PM02-SIS-5-R8.3
Award Date03/02/2021
Closeout Date02/28/2022
Work DescriptionPLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location DescriptionSISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
QA Service Level1 (Verified on 01/07/2021)

Sample Information

Sample Taken Date10/14/2021 Sample Unique Key59
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 testing11/01/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed bydesk Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number853083
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierJF SHEA FAWNDALE
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-10-14-59
DIME Test ID: 2021-10-14-59-2
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: 2021-11-10

Test Results


Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/03/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.740 kPa
Phase Angle (δ) (for the 10 cycles): 57.9 degree
Complex Modulus (G*) (for the 10 measurements): 7.400 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 8.74 kPa
Stress Amplitude 2: 0.423 kPa
Phase Angle 2 (δ) (for the 10 cycles): 59.3 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 4.233 kPa
Test Temperature (Specimen 2): no data
Dynamic Shear 2, G*/sin(δ): 4.92 kPa
Delta at 2.2 kpa: 60.3 degree
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications RTFO

Test was verified on 11/10/2021