Summary for Test 2021-07-14-55-2

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 215095
DEA: 11419304
EFIS: 1115000042
DIST-CO-RTE-PM11-SD-78-N17.6/R21.3
Award Date11/03/2020
Closeout Date09/14/2023
Work DescriptionPLACE HMA AND RHMA, CURB RAMPS, AND ELECTRICAL WORK.
Location DescriptionSAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.1 MILE WEST OF NORTH BROADWAY TO FLORA VISTA STREET
QA Service Level1 (Verified on 11/25/2020)

Sample Information

Sample Taken Date07/14/2021 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing10/14/2021 Sample typeDepartment Acceptance
A brief description of the samplePG Asphalt Binder The quantity of what the sample constitutes1 Quart Can
From where was the sample collectedSupplier First name of sampler or witnessed byD
Last name of sampler or witnessed byCarrera Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-Carroll Canyon
Transportation Laboratory (TL) NumberC963252 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-07-14-55
DIME Test ID: 2021-07-14-55-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-27

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/26/2021
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 88.7 degree
Dynamic Shear, G*/sin(δ): 2.49 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2021 ✔