Summary for Test 2022-11-16-21-1

Test performed: AASHTO T315-22

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 Date11/16/2022 Sample Unique Key21
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 testing11/21/2022
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 quart can, split sample 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 nameValero - Benicia, CA Transportation Laboratory (TL) Number750377
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierWillow reek Plant
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-11-16-21
DIME Test ID: 2022-11-16-21-1
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: 2022-11-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/28/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.225 kPa
Phase Angle (δ) (for the 10 cycles): 84.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.878 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.89 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2022