Summary for Test 2022-08-25-61-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993622
DEA: 010H45U4
EFIS: 0121000104
DIST-CO-RTE-PM01-MEN-20-19.1/20.3
Award Date05/20/2022
Closeout Date12/21/2023
Work DescriptionREALIGN AND WIDEN ROADWAY WITH HMA, PLACE GUARDRAIL AND GABION.
Location DescriptionMENDOCINO COUNTY ABOUT 10 MILES WEST OF WILLITS AT VARIOUS LOCATIONS FROM 0.9 MILE WEST TO 0.3 MILE EAST OF JAMES CREEK BRIDGE
QA Service Level1 (Verified on 03/14/2022)

Sample Information

Sample Taken Date08/25/2022 Sample Unique Key61
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 testing08/29/2022
Sample typeDepartment Acceptance A brief description of the sample58-22 BINDER // MIX VERIFCATION, r25
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byMalik
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthern Agg Transportation Laboratory (TL) Number555918
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample0740 HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 58-22 / PG 58-16 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-25-61
DIME Test ID: 2022-08-25-61-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-09-14

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/13/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.208 kPa
Phase Angle (δ) (for the 10 cycles): 84.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.735 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.74 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/14/2022