Summary for Test 2023-04-27-40-2

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 Date04/27/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing05/01/2023 Sample typeDepartment Acceptance
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) Number972090 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-04-27-40
DIME Test ID: 2023-04-27-40-2
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: 2023-05-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 05/02/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.391 kPa
Phase Angle (δ) (for the 10 cycles): 81.1 degree
Complex Modulus (G*) (for the 10 measurements): 3.260 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.30 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/3/2023 ✔