Summary for Test 2021-09-02-27-6

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215600
DEA: 010H4604
EFIS: 0117000226
DIST-CO-RTE-PM01-LAK-175-0.2/0.4
Award Date05/21/2021
Closeout Date10/27/2021
Work DescriptionROADWAY EXCAVATION WITH CLASS 2 AGGREGATE BASE AND HMA (TYPE A).
Location DescriptionLAKE COUNTY ABOUT 10 MILES EAST OF HOPLAND FROM 0.2 MILE EAST OF THE MENDOCINO COUNTY LINE TO 0.4 MILE EAST OF THE MENDOCINO COUNTY LINE
QA Service Level1 (Verified on 04/07/2021)

Sample Information

Sample Taken Date09/02/2021 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing09/09/2021 Sample typeDepartment Acceptance
A brief description of the samplePG58-22 The quantity of what the sample constitutes1 can
From where was the sample collectedManufacturer First name of sampler or witnessed byThomas
Last name of sampler or witnessed byLife Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite
Transportation Laboratory (TL) Numberc005761 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-09-02-27
DIME Test ID: 2021-09-02-27-6
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: 2021-09-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/13/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.332 kPa
Phase Angle (δ) (for the 10 cycles): 82.8 degree
Complex Modulus (G*) (for the 10 measurements): 2.767 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.79 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORIG 2ND

Test was verified on 9/24/2021 ✔