Summary for Test 2021-10-07-38-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215581
DEA: 061B0104
EFIS: 0620000139
DIST-CO-RTE-PM06-MAD-41-13.4/35.2
Award Date05/18/2021
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location DescriptionMADERA COUNTY AT VARIOUS LOCATIONS FROM 2.0 MILES NORTH OF ROAD 208 TO 0.1 MILE SOUTH OF ROYAL OAKS DRIVE
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date10/07/2021 Sample Unique Key38
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 testing10/20/2021
Sample typeAcceptance A brief description of the sample64-10
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan tech Last name of sampler or witnessed byVulcan tech
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Ashlan Transportation Laboratory (TL) Number026928
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 number2
Sublot number16 Tank number
Time of sample HMA SupplierVulcan Ashlan
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-10-07-38
DIME Test ID: 2021-10-07-38-1
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: 2021-10-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/25/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.146 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.216 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG

Test was verified on 10/28/2021