Summary for Test 2022-06-07-30-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215346
DEA: 034F1714
EFIS: 0318000208
DIST-CO-RTE-PM03-YOL-16-27.5/28.3
Award Date02/16/2021
Closeout Date07/26/2023
Work DescriptionCONSTRUCT CURB RAMPS, CURB & GUTTER AND LIGHTING.
Location DescriptionYOLO COUNTY IN ESPARTO FROM 0.2 MILE EAST OF FREMONT STREET TO 0.2 MILE SOUTH OF PLAINFIELD STREET
QA Service Level1 (Verified on 12/11/2020)

Sample Information

Sample Taken Date06/07/2022 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 testing06/13/2022
Sample typeAcceptance A brief description of the sampleBinder 1169, 3/4" HMA-RAP-SP
The quantity of what the sample constitutes1 Can From where was the sample collectedFabricator
First name of sampler or witnessed byJohn Last name of sampler or witnessed byScroggins
Title of samplerQA Tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Woodland Plant Transportation Laboratory (TL) Number849829
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number1
Sublot number6 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-07-30
DIME Test ID: 2022-06-07-30-1
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: 2022-06-21

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/16/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.208 kPa
Phase Angle (δ) (for the 10 cycles): 84.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.731 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.74 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG

Test was verified on 6/21/2022