Summary for Test 2024-08-02-61-1

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 DateNot set
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 Date08/02/2024 Sample Unique Key61
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes 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) NumberC754920
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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

Test Details

DIME Sample ID: 2024-08-02-61
DIME Test ID: 2024-08-02-61-1
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: 0.135 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.121 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.12 kPa
General comments (publicly viewable) (Max 1000 characters): ORG

Test was verified on 8/23/2024