Summary for Test 2023-08-05-13-5

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 994328
DEA: 081H0604
EFIS: 0816000130
DIST-CO-RTE-PM08-RIV-74-34.3/45.1
Award Date01/03/2023
Closeout DateNot set
Work DescriptionFIBER OPTIC CABLE SYSTEMS, RHMA, HMA, AND MINOR CONCRETE.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR HEMET FROM WINCHESTER ROAD TO FAIRVIEW AVENUE
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date08/05/2023 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 testing08/09/2023
Sample typeVerification 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 byVictor Capacete QC Last name of sampler or witnessed byVictor Capacete QC
Title of sampler Telephone number of sampler
Laboratory sample identification0402-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Perris 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 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-08-05-13
DIME Test ID: 2023-08-05-13-5
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: 2023-08-21

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 08/10/2023
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 59.0 degree
Dynamic Shear, G*/sin(δ): 2.01 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/21/2023