Summary for Test 2019-03-16-2-2

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 212889
DEA: 073009U4
EFIS: 0714000238
DIST-CO-RTE-PM07-LA-110-R0.7/24.1
Award Date04/03/2018
Closeout Date06/30/2021
Work DescriptionREPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING
QA Service Level1 (Verified on 06/21/2018)

Sample Information

Sample Taken Date03/16/2019 Sample Unique Key2
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 testing03/25/2019
Sample typeVerification A brief description of the samplePG64-10
The quantity of what the sample constitutes4 x 1 qt From where was the sample collectedJob Site
First name of sampler or witnessed byG Last name of sampler or witnessed byZubieta
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc 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 GradePG64-10
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: 2019-03-16-2
DIME Test ID: 2019-03-16-2-2
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: 2019-04-04

Test Results


Input Type: Calculated
Tester's full name: Majed Essa
Date of test: 03/28/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 83.8 degree
Dynamic Shear, G*/sin(δ): 3.38 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/5/2019