Summary for Test 2021-03-23-26-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Award Date02/02/2021
Closeout Date09/27/2021
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
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date03/23/2021 Sample Unique Key26
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 testing05/07/2021
Sample typeAcceptance A brief description of the samplePG58-22
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byOwnes
Title of samplerPEI Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formc897291 Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierTullis Inc
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID JMF3513-2021-61

Test Details

DIME Sample ID: 2021-03-23-26
DIME Test ID: 2021-03-23-26-4
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: 2021-05-21

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 60.025 kPa
Phase Angle (δ) (for the 10 cycles): 42.3 degree
Complex Modulus (G*) (for the 10 measurements): 6000.807 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 4039 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 5/21/2021