Summary for Test 2023-09-26-60-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994555
DEA: 032G7504
EFIS: 0322000154
DIST-CO-RTE-PM03-GLE-45-7.0/23.2
Award Date06/01/2023
Closeout DateNot set
Work DescriptionFULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA.
Location DescriptionGLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date09/26/2023 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 testing10/14/2023
Sample typeDepartment Acceptance A brief description of the sample1/2 RHMA PG 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byBrad Last name of sampler or witnessed bymikhail
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number803734
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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

Test Details

DIME Sample ID: 2023-09-26-60
DIME Test ID: 2023-09-26-60-1
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: 2023-10-19

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/19/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.136 kPa
Phase Angle (δ) (for the 10 cycles): 87.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.130 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.13 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/19/2023