Test 2021-06-21-8-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Sample Information
Sample Taken Date6/21/2021 Sample Unique Key8
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 testing6/23/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1ST From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byOwnes
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formnot provided Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-21-8
DIME Test ID: 2021-06-21-8-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-06-28
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/25/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.357 kPa
Phase Angle (δ) (for the 10 cycles): 60.9 degree
Complex Modulus (G*) (for the 10 measurements): 3.570 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.09 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO+6, Delta @ 2.2 kPa = 61.6

Test was verified on 06/28/2021