Summary for Test 2021-08-25-46-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215538
DEA: 09387204
EFIS: 0920000053
DIST-CO-RTE-PM09-MNO-395-53.0/55.5
Award Date04/23/2021
Closeout Date11/30/2021
Work DescriptionPLACE HMA AND SHOULDER BACKING.
Location DescriptionMONO COUNTY NEAR LEE VINING FROM PICNIC GROUND ROAD TO 0.2 MILE SOUTH OF CEMETERY ROAD
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date08/25/2021 Sample Unique Key46
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 testing10/25/2021
Sample typeDepartment Acceptance A brief description of the sampleTEST Asphalt Binder,
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number661794
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 Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-25-46
DIME Test ID: 2021-08-25-46-1
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: 2021-11-05

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/01/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.367 kPa
Phase Angle (δ) (for the 10 cycles): 67.0 degree
Complex Modulus (G*) (for the 10 measurements): 3.060 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.32 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications OG

Test was verified on 11/5/2021