Summary for Test 2021-10-14-67-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 214518
DEA: 034F3704
EFIS: 0314000152
DIST-CO-RTE-PM03-NEV-174-2.7/4.6
Award DateNot set
Closeout DateNot set
Work DescriptionREALIGN ROADWAY CURVES.
Location DescriptionNEVADA COUNTY NEAR PEARDALE FROM MAPLE WAY TO YOU BET ROAD
QA Service Level1 (Verified on 11/22/2019)

Sample Information

Sample Taken Date10/14/2021 Sample Unique Key67
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 testing11/16/2021
Sample typeAcceptance A brief description of the sample1 OF 1 NO TEST 10-15
The quantity of what the sample constitutesPG64-16 From where was the sample collectedJob Site
First name of sampler or witnessed byJEN Last name of sampler or witnessed byAMY
Title of samplerPLANT QL Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number707316
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 number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-14-67
DIME Test ID: 2021-10-14-67-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-12-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 11/28/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.186 kPa
Phase Angle (δ) (for the 10 cycles): 85.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.550 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.56 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORIG

Test was verified on 12/3/2021