Summary for Test 2020-10-06-27-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Award Date01/02/2020
Closeout DateNot set
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date10/06/2020 Sample Unique Key27
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 testing11/06/2020
Sample typeAcceptance A brief description of the sample#1 Test, NO TEST #2(779007)
The quantity of what the sample constitutes2 cans of each AB sample From where was the sample collectedSource
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number779006
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 numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-06-27
DIME Test ID: 2020-10-06-27-5
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: 2020-11-12

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/12/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 39.364 kPa
Phase Angle (δ) (for the 10 cycles): 48.6 degree
Complex Modulus (G*) (for the 10 measurements): 3936.374 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2953 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications

Test was verified on 11/12/2020