Summary for Test 2022-10-25-37-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215801
DEA: 010F2404
EFIS: 0115000094
DIST-CO-RTE-PM01-DN-101-R5.1/R5.6
Award Date08/02/2021
Closeout Date11/21/2022
Work DescriptionHOT MIX ASPHALT (TYPE A AND LEVELING).
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 101 AND EHLERS WAY INTERSECTION
QA Service Level1 (Verified on 07/06/2021)

Sample Information

Sample Taken Date10/25/2022 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing10/27/2022 Sample typeDepartment Acceptance
A brief description of the sample1/2" HMA, PG 64-16 The quantity of what the sample constitutes1 Can
From where was the sample collectedManufacturer First name of sampler or witnessed byRicky
Last name of sampler or witnessed byWerner Title of samplerSamples Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser - Fortuna Plant A
Transportation Laboratory (TL) Number026735 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: 2022-10-25-37
DIME Test ID: 2022-10-25-37-1
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: 2022-11-01

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/31/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.187 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.560 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.56 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/1/2022 ✔