Summary for Test 2022-11-04-47-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993867
DEA: 010H8804
EFIS: 0118000122
DIST-CO-RTE-PM01-LAK-29-R34.9/R35.2
Award Date08/02/2022
Closeout Date01/23/2023
Work DescriptionKELSEY CREEK L TURN CHANNELIZATION
Location DescriptionLAKE COUNTY AT KELSEYVILLE FROM KELSEY CREEK BRIDGE TO 0.1 MILE NORTH OF KELSEY CREEK DRIVE
QA Service Level1 (Verified on 06/13/2022)

Sample Information

Sample Taken Date11/04/2022 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing11/28/2022 Sample typeDepartment Acceptance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 of 1 cans
From where was the sample collectedSource First name of sampler or witnessed byZ
Last name of sampler or witnessed byTHOMAS Title of samplerConsultant
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite HWY 175
Transportation Laboratory (TL) Number026576 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
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-11-04-47
DIME Test ID: 2022-11-04-47-1
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: 2022-11-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/29/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.123 kPa
Phase Angle (δ) (for the 10 cycles): 87.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.023 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.02 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2022 ✔