Summary for Test 2022-11-03-60-1

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 Date11/03/2022 Sample Unique Key60
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 testing11/28/2022
Sample typeQuality Assurance A brief description of the sampleBINDER
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byA Last name of sampler or witnessed byFlores
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number
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
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite 175
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-11-03-60
DIME Test ID: 2022-11-03-60-1
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: 0.177 kPa
Phase Angle (δ) (for the 10 cycles): 86.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.477 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.48 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 11/30/2022