Summary for Test 2023-07-24-45-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994386
DEA: 023J7404
EFIS: 0222000079
DIST-CO-RTE-PM02-LAS-395-92.0/98.5
Award Date01/04/2023
Closeout Date04/11/2024
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE.
Location DescriptionLASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date07/24/2023 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing07/26/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 58-34M The quantity of what the sample constitutes1 of 2
From where was the sample collectedJob Site First name of sampler or witnessed bySloatermen
Last name of sampler or witnessed byNA Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameWard Lake Hat Crk Construction
Transportation Laboratory (TL) NumberD79302 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 SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-07-24-45
DIME Test ID: 2023-07-24-45-1
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: 2023-08-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/09/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.248 kPa
Phase Angle (δ) (for the 10 cycles): 62.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.055 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/9/2023 ✔