Summary for Test 2023-08-07-64-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994387
DEA: 023J7704
EFIS: 0222000082
DIST-CO-RTE-PM02-SIS-96-97.2/103.0
Award Date12/23/2022
Closeout Date04/11/2024
Work DescriptionRHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date08/07/2023 Sample Unique Key64
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 testing08/18/2023
Sample typeAcceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 OF 2 From where was the sample collectedJob Site
First name of sampler or witnessed byC Last name of sampler or witnessed byROGERS
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTULLIS Transportation Laboratory (TL) Number825026
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
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

Test Details

DIME Sample ID: 2023-08-07-64
DIME Test ID: 2023-08-07-64-3
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: 2023-09-06

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/06/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.218 kPa
Phase Angle (δ) (for the 10 cycles): 46.7 degree
Complex Modulus (G*) (for the 10 measurements): 3205.701 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2333 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 9/6/2023