Test 2021-10-05-37-1 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 214321
DEA: 012982U4
EFIS: 0118000125
DIST-CO-RTE-PM01-LAK-29,175-28.5/31.6,8.2/8.5
Work DescriptionCONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING.
Location DescriptionLAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29
Sample Information
Sample Taken Date10/5/2021 Sample Unique Key37
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 testing10/18/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byThomas Last name of sampler or witnessed byLittle
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number930510
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
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-10-05-37
DIME Test ID: 2021-10-05-37-1
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: 2021-10-22
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/20/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.454 kPa
Phase Angle (δ) (for the 10 cycles): 64.1 degree
Complex Modulus (G*) (for the 10 measurements): 3.783 kPa
Test Temperature: 58.0 C
Dynamic Shear, G*/sin(δ): 4.21 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications OG

Test was verified on 10/22/2021