Summary for Test 2022-07-11-50-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215682
DEA: 031H1904
EFIS: 0316000065
DIST-CO-RTE-PM03-SAC-80,244-M9.6/12.9,0.0/T0.8
Award Date06/18/2021
Closeout Date04/07/2025
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA AND INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR SACRAMENTO ON ROUTE 80 FROM 0.2 MILE EAST OF LONGVIEW DRIVE OVERCROSSING TO 0.4 MILE EAST OF MADISON AVENUE OVERCROSSING AND ON ROUTE 244 FROM 0.3 MILE NORTH OF AUBURN BOULEVARD TO CONNECTOR TO ROUTE 80
QA Service Level1 (Verified on 05/17/2021)

Sample Information

Sample Taken Date07/11/2022 Sample Unique Key50
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 testing07/14/2022
Sample typeDepartment Acceptance A brief description of the sampleAsphalt Rubber Binder & PG 64-16 (Valero)
The quantity of what the sample constitutes2 Cans From where was the sample collectedSupplier
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of samplerSenior Materials Tester Telephone number of sampler9167651237
Laboratory sample identification Linked DIME Sample ID2022-07-11-24
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified 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: 2022-07-11-50
DIME Test ID: 2022-07-11-50-1
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: 2022-07-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/25/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.180 kPa
Phase Angle (δ) (for the 10 cycles): 85.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.499 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.50 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/29/2022