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
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
Bid ItemNot 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
HMA TypeNot set HMA Supplier Mix ID 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 ✔