Summary for Test 2022-08-10-81-1

Test performed: AASHTO T315-22

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 Date08/10/2022 Sample Unique Key81
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 testing11/01/2022
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 Can, From where was the sample collectedSource
First name of sampler or witnessed byqc Last name of sampler or witnessed by-
Title of samplerQC Staff Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) Number778204
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-08-10-81
DIME Test ID: 2022-08-10-81-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-11-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/08/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.174 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.450 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.46 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/9/2022