Summary for Test 2023-09-05-45-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994729
DEA: 034H88U4
EFIS: 0323000024
DIST-CO-RTE-PM03-BUT-32-0.3/5.0
Award Date06/30/2023
Closeout Date04/01/2025
Work DescriptionINSTALL LIGHTING, WIDEN SHLD, UPGRADE END TREATMENTS, EXTEND CULVERTS.
Location DescriptionBUTTE COUNTY NEAR CHICO FROM 0.3 MILE EAST OF BUTTE COUNTY LINE TO MUIR AVENUE
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date09/05/2023 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing09/08/2023 Sample typeDepartment Acceptance
A brief description of the samplepg 64-16 The quantity of what the sample constitutes1 of 1 can
From where was the sample collectedJob Site First name of sampler or witnessed byBrad (WITNESS)
Last name of sampler or witnessed byMcKeehan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKnife River, Orland
Transportation Laboratory (TL) Number802892 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-09-05-45
DIME Test ID: 2023-09-05-45-3
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: 2023-09-20

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/19/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 26.751 kPa
Phase Angle (δ) (for the 10 cycles): 49.9 degree
Complex Modulus (G*) (for the 10 measurements): 2661.736 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2036 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 9/20/2023 ✔