Summary for Test 2023-07-12-49-7

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994116
DEA: 010J4104
EFIS: 0119000025
DIST-CO-RTE-PM01-HUM-299-30.7/33.4
Award Date11/23/2022
Closeout DateNot set
Work DescriptionProject Name: HUM-299 Curve Improvement
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
QA Service Level1 (Verified on 07/29/2022)

Sample Information

Sample Taken Date07/12/2023 Sample Unique Key49
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 testing07/21/2023
Sample typeQuality Assurance A brief description of the sampleBINDER CAN
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byTrena Last name of sampler or witnessed byFreitas
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech West Sac Transportation Laboratory (TL) Number972098
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 SupplierBlue Lake Plant Kernen
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-07-12-49
DIME Test ID: 2023-07-12-49-7
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: 2023-07-31

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/27/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.698 kPa
Phase Angle (δ) (for the 10 cycles): 46.8 degree
Complex Modulus (G*) (for the 10 measurements): 3,452.387 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2517 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/31/2023