Summary for Test 2022-07-07-45-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215179
DEA: 010F4704
EFIS: 0116000011
DIST-CO-RTE-PM01-HUM-299-30.7/37.7
Award Date11/19/2020
Closeout Date11/27/2023
Work DescriptionPLACE HMA & RHMA-G & CONSTRUCT SOLDIER PILE WALL.
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 1.1 MILES WEST OF ROUTE 96 JUNCTION
QA Service Level1 (Verified on 09/15/2020)

Sample Information

Sample Taken Date07/07/2022 Sample Unique Key45
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 testing07/08/2022
Sample typeAcceptance A brief description of the sampleRubber Asphalt Binder Sample
The quantity of what the sample constitutes1OF1 From where was the sample collectedSource
First name of sampler or witnessed byR Last name of sampler or witnessed byMolun
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number033177
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 Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-07-45
DIME Test ID: 2022-07-07-45-3
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: 2022-07-22

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/14/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.445 kPa
Phase Angle (δ) (for the 10 cycles): 49.0 degree
Complex Modulus (G*) (for the 10 measurements): 2944.117 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2222 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/22/2022