Summary for Test 2023-09-27-62-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995105
DEA: 023J8104
EFIS: 0222000086
DIST-CO-RTE-PM02-SIS-3-0.408/7.1
Award Date03/17/2023
Closeout Date04/11/2024
Work DescriptionScott Mountain Overlay
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2023)

Sample Information

Sample Taken Date09/27/2023 Sample Unique Key62
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 testing10/10/2023
Sample typeDepartment Acceptance A brief description of the sample3/8" HMA w/24% RAP
The quantity of what the sample constitutes2 OF 4 CANS From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification824453 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) NumberD 79362
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes 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: 2023-09-27-62
DIME Test ID: 2023-09-27-62-3
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: 2023-11-20

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 11/17/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 25.218 kPa
Phase Angle (δ) (for the 10 cycles): 37.7 degree
Complex Modulus (G*) (for the 10 measurements): 2509.182 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1534 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 11/20/2023