Summary for Test 2024-04-25-56-7

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 Date04/25/2024 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing05/06/2024 Sample typeAcceptance
A brief description of the samplePSE The quantity of what the sample constitutes2 cans
From where was the sample collectedJob Site First name of sampler or witnessed byD
Last name of sampler or witnessed byOWEN Title of samplerPlant Inspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namevalero benicia
Transportation Laboratory (TL) NumberD79483 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 Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-04-25-56
DIME Test ID: 2024-04-25-56-7
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: 2024-05-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/21/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.255 kPa
Phase Angle (δ) (for the 10 cycles): 62.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.117 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.39 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL RETEST

Test was verified on 5/24/2024 ✔