Summary for Test 2019-02-27-6-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 211650
DEA: 07293504
EFIS: 0713000215
DIST-CO-RTE-PM07-LA-138-58.8/60.2
Award Date02/22/2017
Closeout Date03/26/2021
Work DescriptionWIDEN ROUTE 138 AND CONSTRUCT DRAINAGE FACILITIES.
Location DescriptionLOS ANGELES COUNTY AT PEARBLOSSOM 0.3 MILE WEST OF 121ST STREET TO LONGVIEW ROAD
QA Service Level1 (Verified on 09/12/2016)

Sample Information

Sample Taken Date02/27/2019 Sample Unique Key6
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 testing02/28/2019
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes750 From where was the sample collectedSource
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 nameVulcan Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAsphalt Binder Performance GradePG64-16/10
ModifiedNo Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2019-02-27-6
DIME Test ID: 2019-02-27-6-3
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: 2019-10-15

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 03/06/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 87.1 degree
Dynamic Shear, G*/sin(δ): 3.99 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019