Summary for Test 2021-02-24-21-2

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Award Date12/05/2019
Closeout Date05/11/2023
Work DescriptionREPLACE CONCRETE AND ASPHALT PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date02/24/2021 Sample Unique Key21
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 testing02/24/2021
Sample typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 2 From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMI FRESNO 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 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-02-24-21
DIME Test ID: 2021-02-24-21-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-03-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 03/29/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.158 kPa
Phase Angle (δ) (for the 10 cycles): 64.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.315 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.45 kPa
General comments (publicly viewable) (Max 1000 characters): MSCR Study ORIG

Test was verified on 3/29/2021