Summary for Test 2024-05-31-22-6

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date05/31/2024 Sample Unique Key22
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 testing06/05/2024
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes4 cans From where was the sample collectedSource
First name of sampler or witnessed byR Last name of sampler or witnessed byMelvin
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevalero benicia Transportation Laboratory (TL) Number899692
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 SupplierTullis Northstate Asphalt
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-31-22
DIME Test ID: 2024-05-31-22-6
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: 2024-06-13

Test Results


Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/07/2024
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.577 kPa
Phase Angle (δ) (for the 10 cycles): 55.7 degree
Complex Modulus (G*) (for the 10 measurements): 5.741 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 6.95 kPa
Stress Amplitude 2: 0.345 kPa
Phase Angle 2 (δ) (for the 10 cycles): 56.7 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 3.433 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 4.11 kPa
Delta at 2.2 kpa: 57.4 degree
General comments (publicly viewable) (Max 1000 characters): rtfo+6

Test was verified on 6/13/2024