Summary for Test 2021-10-06-31-5

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 215687
DEA: 074W6104
EFIS: 0719000104
DIST-CO-RTE-PM07-LA-18-0.0/4.5
Award Date05/26/2021
Closeout DateNot set
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionLOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
QA Service Level1 (Verified on 07/01/2021)

Sample Information

Sample Taken Date10/06/2021 Sample Unique Key31
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 testing10/12/2021
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 byHopkins
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite-Littlerock Transportation Laboratory (TL) NumberC100621A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-10-06-31
DIME Test ID: 2021-10-06-31-5
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: 2021-10-25

Test Results


Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 10/22/2021
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 88.5 degree
Dynamic Shear, G*/sin(δ):2.25 kPa
(G*) x sin(δ)=:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/25/2021