Summary for Test 2021-09-15-52-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215537
DEA: 09387104
EFIS: 0920000052
DIST-CO-RTE-PM09-MNO-158-6.0/15.8
Award Date04/29/2021
Closeout Date11/30/2021
Work DescriptionPLACE HMA (TYPE A) OVER EXISTING PAVEMENT.
Location DescriptionMONO COUNTY NEAR JUNE LAKE FROM 0.1 MILE NORTH OF RUSH CREEK BRIDGE TO ROUTE 395
QA Service Level1 (Verified on 07/02/2021)

Sample Information

Sample Taken Date09/15/2021 Sample Unique Key52
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 sample 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 Transportation Laboratory (TL) Number661788
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: 2021-09-15-52
DIME Test ID: 2021-09-15-52-3
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: 2021-11-04

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/03/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 39.515 kPa
Phase Angle (δ) (for the 10 cycles): 37.3 degree
Complex Modulus (G*) (for the 10 measurements): 3949.732 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2393 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 Standard Specifications PAV

Test was verified on 11/4/2021