Summary for Test 2023-10-19-28-3

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 Date10/19/2023 Sample Unique Key28
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 testing10/25/2023
Sample typeDepartment Acceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedJob Site
First name of sampler or witnessed byC Last name of sampler or witnessed byRogers
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number825059
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-10-19-28
DIME Test ID: 2023-10-19-28-3
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: 2023-11-21

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 11/21/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 44.452 kPa
Phase Angle (δ) (for the 10 cycles): 46.0 degree
Complex Modulus (G*) (for the 10 measurements): 4422.936 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3182 kPa
General comments (publicly viewable) (Max 1000 characters): pav

Test was verified on 11/21/2023