Summary for Test 2021-01-06-17-6

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 Date01/06/2021 Sample Unique Key17
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 testing01/22/2021
Sample typeDepartment Acceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 5 From where was the sample collectedSource
First name of sampler or witnessed byG. Last name of sampler or witnessed byDITT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMI FRESNO Transportation Laboratory (TL) NumberC040295
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-01-06-17
DIME Test ID: 2021-01-06-17-6
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: 2021-01-28

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 01/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.796 kPa
Phase Angle (δ) (for the 10 cycles): 64.3 degree
Complex Modulus (G*) (for the 10 measurements): 5179.562 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 4667 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs PAV

Test was verified on 1/28/2021