Summary for Test 2024-08-08-77-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000010
DEA: 061F8904
EFIS: 0623000107
DIST-CO-RTE-PM06-TUL-63-4.0/5.5
Award Date03/20/2024
Closeout Date05/09/2025
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionTULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date08/08/2024 Sample Unique Key77
Date that the sample was received by the laboratory/organization performing the testing08/19/2024 Sample typeAcceptance
A brief description of the samplePG 70-10 1/2" HMA R15 The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byT.
Last name of sampler or witnessed byHall Title of samplerQA
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSTORAGE TANK / ALBINA
Transportation Laboratory (TL) NumberC754922 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number7
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: 2024-08-08-77
DIME Test ID: 2024-08-08-77-1
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: 2024-08-23

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/21/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.139 kPa
Phase Angle (δ) (for the 10 cycles): 87.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.157 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.16 kPa
General comments (publicly viewable) (Max 1000 characters): ORG

Test was verified on 8/23/2024 ✔