Summary for Test 2023-08-09-60-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994543
DEA: 023J7604
EFIS: 0222000081
DIST-CO-RTE-PM02-SHA-273-12.8/14.6
Award Date04/25/2023
Closeout Date04/11/2024
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G.
Location DescriptionSHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date08/09/2023 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing08/23/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 58-22 The quantity of what the sample constitutes2 OF 2 CANS
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byROGERS Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia, CA
Transportation Laboratory (TL) Number825030 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
ModifiedNo 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-08-09-60
DIME Test ID: 2023-08-09-60-3
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: 2026-04-06

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: 39.696 kPa
Phase Angle (δ) (for the 10 cycles): 47.0 degree
Complex Modulus (G*) (for the 10 measurements): 3949.722 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2889 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 4/6/2026 ✔