Summary for Test 2020-12-15-20-6

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215023
DEA: 060U4704
EFIS: 0615000301
DIST-CO-RTE-PM06-KER,KIN-5-81.7/87.0,0.0/0.3
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS.
Location DescriptionKERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date12/15/2020 Sample Unique Key20
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 typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byG. Last name of sampler or witnessed byDILT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM AVENAL Transportation Laboratory (TL) NumberC040288
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2020-12-15-20
DIME Test ID: 2020-12-15-20-6
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: 2021-01-27

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 01/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 46.944 kPa
Phase Angle (δ) (for the 10 cycles): 62.8 degree
Complex Modulus (G*) (for the 10 measurements): 4694.420 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 4175 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 1/27/2021