Summary for Test 2024-08-13-117-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994895
DEA: 060X2804
EFIS: 0618000049
DIST-CO-RTE-PM06-FRE-5-60.1/66.2
Award Date08/31/2023
Closeout Date12/02/2025
Work DescriptionCOLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location DescriptionFRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE
QA Service Level1 (Verified on 06/27/2023)

Sample Information

Sample Taken Date08/13/2024 Sample Unique Key117
Date that the sample was received by the laboratory/organization performing the testing08/29/2024 Sample typeVerification
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 of 1
From where was the sample collectedSource First name of sampler or witnessed byJonathon
Last name of sampler or witnessed byChaney Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Coalinga
Transportation Laboratory (TL) Number027989 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
Modified 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: 2024-08-13-117
DIME Test ID: 2024-08-13-117-2
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: 2024-09-06

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 09/03/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.285 kPa
Phase Angle (δ) (for the 10 cycles): 88.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.835 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.84 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 9/6/2024 ✔