Summary for Test 2025-05-06-60-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995239
DEA: 060W9104
EFIS: 0618000011
DIST-CO-RTE-PM06-TUL-99-27.6/30.6
Award Date09/17/2024
Closeout Date05/20/2026
Work DescriptionHMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M).
Location DescriptionTULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/14/2024)

Sample Information

Sample Taken Date05/06/2025 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing05/19/2025 Sample typeInformational
A brief description of the samplePG 64-16 Binder The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byMartika
Last name of sampler or witnessed byHall Title of samplerJET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMMV - Visalia
Transportation Laboratory (TL) NumberC057155 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 SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-05-06-60
DIME Test ID: 2025-05-06-60-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: 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: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 05/20/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.198 kPa
Phase Angle (δ) (for the 10 cycles): 89.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.641 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.64 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 4/6/2026 ✔