Summary for Test 2020-09-14-30-3

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 212535
DEA: 031A9204
EFIS: 0300020608
DIST-CO-RTE-PM03-SUT-20-5-11.3
Award Date06/11/2019
Closeout Date12/01/2021
Work DescriptionSUTTER BYPASS WIDENING AND REHAB
Location DescriptionNEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD.
QA Service Level1 (Verified on 07/23/2018)

Sample Information

Sample Taken Date09/14/2020 Sample Unique Key30
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 testing09/23/2020
Sample typeAcceptance A brief description of the sample2 cans each, #20 Test ,#18(766385), #19( 766388), #21(766393)no test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byE Last name of sampler or witnessed byChavez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number766391
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: 2020-09-14-30
DIME Test ID: 2020-09-14-30-3
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: 2020-09-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: DOUG RUFF
Date of test: 09/28/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.164 kPa
Phase Angle (δ) (for the 10 cycles): 86.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.367 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/29/2020