Summary for Test 2024-03-14-44-8

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995055
DEA: 024H0504
EFIS: 0218000080
DIST-CO-RTE-PM02-SHA-273,299-18.5/18.7,24.1/30.3
Award Date11/16/2023
Closeout DateNot set
Work DescriptionPLACE RHMA, HMA, MINOR CONCRETE, AND REPLACE AC SURFACING.
Location DescriptionSHASTA COUNTY IN AND NEAR REDDING ON ROUTE 273 FROM 0.5 MILE NORTH OF SULPHUR CREEK BRIDGE TO 0.2 MILE SOUTH OF TWIN VIEW BOULEVARD AND ON ROUTE 299 FROM 0.2 MILE WEST OF HILLTOP DRIVE TO 0.1 MILE EAST OF HOOTENANNY LANE
QA Service Level1 (Verified on 10/09/2023)

Sample Information

Sample Taken Date03/14/2024 Sample Unique Key44
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 testing03/26/2024
Sample typeDepartment Acceptance A brief description of the sampleasphalt binder
The quantity of what the sample constitutes1 can asphalt binder From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Northstate Asphalt Transportation Laboratory (TL) NumberC035784
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 SupplierTullis Northstate Asphalt
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-03-14-44
DIME Test ID: 2024-03-14-44-8
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: 2024-04-08

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/05/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.093 kPa
Phase Angle (δ) (for the 10 cycles): 53.2 degree
Complex Modulus (G*) (for the 10 measurements): 4088.760 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3274 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 4/8/2024