Summary for Test 2021-08-30-21-8

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award DateNot set
Closeout DateNot set
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date08/30/2021 Sample Unique Key21
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 testing09/01/2021
Sample typeAcceptance 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 byKevin Last name of sampler or witnessed byoluoha
Title of sampler Telephone number of sampler
Laboratory sample identification0513-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA-Coachella Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-08-30-21
DIME Test ID: 2021-08-30-21-8
Testing Lab: CT - 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: 2021-10-03

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/30/2021
Phase: PAV residue
Phase Angle (δ) (for the 10 cycles): 39.6 degree
Dynamic Shear, G*/sin(δ):3560.00 kPa
(G*) x sin(δ)=:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/3/2021