Summary for Test 2022-10-28-22-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993866
DEA: 010G6104
EFIS: 0117000027
DIST-CO-RTE-PM01-HUM-101-57.1/67.8
Award Date07/27/2022
Closeout Date07/26/2024
Work DescriptionProject Name: Fortuna Median Roadside Safety Project; Description of Work: Roadway Excavation; Asphalt Treated Perm. Base & HMA (GAP Graded)
Location DescriptionHUMBOLDT COUNTY IN AND NEAR FORTUNA FROM 0.5 MILE SOUTH OF ROUTE 36 TO 0.4 MILE SOUTH OF HOOKTON ROAD
QA Service Level1 (Verified on 06/13/2022)

Sample Information

Sample Taken Date10/28/2022 Sample Unique Key22
Date that the sample was received by the laboratory/organization performing the testing11/01/2022 Sample typeDepartment Acceptance
A brief description of the samplebinder can The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byJon
Last name of sampler or witnessed byAtturio Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero Benicia
Transportation Laboratory (TL) Number000000 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierMercer Fraser Plant B
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-10-28-22
DIME Test ID: 2022-10-28-22-1
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: 2022-11-07

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 11/04/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.234 kPa
Phase Angle (δ) (for the 10 cycles): 84.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.952 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.96 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 11/7/2022 ✔