Summary for Test 2023-07-16-6-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994310
DEA: 034F6504
EFIS: 0314000233
DIST-CO-RTE-PM03-YOL-50,80-0.0/2.5,4.1/R11.4
Award Date04/07/2023
Closeout DateNot set
Work DescriptionCRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location DescriptionYOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date07/16/2023 Sample Unique Key6
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 testing07/19/2023
Sample typeVerification A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 Oil Can From where was the sample collectedJob Site
First name of sampler or witnessed byJim Last name of sampler or witnessed byCarroll
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2023-07-16-5
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
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-07-16-6
DIME Test ID: 2023-07-16-6-3
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: 2023-08-08

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/01/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 34.029 kPa
Phase Angle (δ) (for the 10 cycles): 48.0 degree
Complex Modulus (G*) (for the 10 measurements): 3385.801 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2516 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/8/2023