Summary for Test 2022-10-18-67-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993699
DEA: 032G3604
EFIS: 0321000117
DIST-CO-RTE-PM03-GLE-45-13.0/17.2
Award Date06/02/2022
Closeout Date07/26/2023
Work DescriptionROADWAY EXCAVATION, HMA (TYPE A) AND CLASS 2 AB.
Location DescriptionGLENN COUNTY NEAR HAMILTON CITY FROM 0.5 MILE NORTH OF BAYLISS BLUE GUM ROAD TO ROAD 29
QA Service Level1 (Verified on 04/05/2022)

Sample Information

Sample Taken Date10/18/2022 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing11/01/2022 Sample typeDepartment Acceptance
A brief description of the samplePG64-16 The quantity of what the sample constitutes1 of 1
From where was the sample collectedJob Site First name of sampler or witnessed byTRAVIS
Last name of sampler or witnessed byNA Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Hallwood
Transportation Laboratory (TL) Number802973 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-10-18-67
DIME Test ID: 2022-10-18-67-1
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: 2022-11-08

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/07/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.176 kPa
Phase Angle (δ) (for the 10 cycles): 85.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.469 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.47 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/8/2022 ✔