Summary for Test 2020-12-15-16-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout DateNot set
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date12/15/2020 Sample Unique Key16
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 testing12/18/2020
Sample typeAcceptance A brief description of the samplePG Binder
The quantity of what the sample constitutes1 of 2 From where was the sample collectedOther
First name of sampler or witnessed byM. Last name of sampler or witnessed byChitterden
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC724304
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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: 2020-12-15-16
DIME Test ID: 2020-12-15-16-5
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: 2020-12-30

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/29/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.183 kPa
Phase Angle (δ) (for the 10 cycles): 52.7 degree
Complex Modulus (G*) (for the 10 measurements): 3117.984 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2480 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 12/30/2020