Summary for Test 2022-09-02-69-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 212498
DEA: 021H5204
EFIS: 0217000009
DIST-CO-RTE-PM02-SIS-3,263-48.5/49.7 - 49.41
Award Date08/04/2022
Closeout Date09/30/2025
Work DescriptionRoadway Rehabilitation
Location Description02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date09/02/2022 Sample Unique Key69
Date that the sample was received by the laboratory/organization performing the testing09/21/2022 Sample typeDepartment Acceptance
A brief description of the sample58-34m, 23.6% Rap The quantity of what the sample constitutes2 cans
From where was the sample collectedFabricator First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byEvangelista Title of samplerARE
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF Shea Fawndale
Transportation Laboratory (TL) Number891190 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 NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-09-02-69
DIME Test ID: 2022-09-02-69-1
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: 2022-09-27

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eslam Mosallem
Date of test: 09/27/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.274 kPa
Phase Angle (δ) (for the 10 cycles): 64.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.286 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.53 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/27/2022 ✔