Summary for Test 2026-09-22-60-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002615
DEA: 022K2404
EFIS: 0225000054
DIST-CO-RTE-PM02-SHASTA-44-51.6/57.0
Award Date06/17/2026
Closeout DateNot set
Work DescriptionRTE 44 SHASTA (02-2K2404) - TULLIS INC
Location DescriptionNot set
QA Service Level1 (Verified on 09/14/2026)

Sample Information

Sample Taken Date09/22/2026 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing10/02/2026 Sample typeProduction Start-Up
A brief description of the sample2 cans of PG 58-22 The quantity of what the sample constitutes2,1 quart cans
From where was the sample collectedManufacturer First name of sampler or witnessed byH
Last name of sampler or witnessed byCramer Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Northstate Asphalt
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form681717
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierTullis - Northstate Asphalt - Redding, CA
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNOT LISTED ON TL 101 HMA Supplier Mix ID NumberNOT LISTED ON TL 101

Test Details

DIME Sample ID: 2026-09-22-60
DIME Test ID: 2026-09-22-60-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-10-05

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/05/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.177 kPa
Phase Angle (δ) (for the 10 cycles): 85.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.472 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.48 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-09-22-60pdf482.96 KB10/05/20262026-09-22-60-1   Info

Test was verified on 10/5/2026 ✔