Summary for Test 2021-07-27-13-11

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 214339
DEA: 081G0004
EFIS: 0815000107
DIST-CO-RTE-PM08-RIV-95-14.5/35.6
Award Date11/04/2020
Closeout Date03/01/2022
Work DescriptionCONSTRUCT CONCRETE/RSP APRONS
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE
QA Service Level1 (Verified on 12/02/2020)

Sample Information

Sample Taken Date07/27/2021 Sample Unique Key13
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 testing07/28/2021
Sample typeVerification A brief description of the sampleAsphalt Binder Sample
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 identification 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
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-27-13
DIME Test ID: 2021-07-27-13-11
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: 2021-08-26

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/26/2021
Phase: PAV residue
Phase Angle (δ) (for the 10 cycles): 45.3 degree
Dynamic Shear, G*/sin(δ): 1840.00 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2021