Summary for Test 2026-06-04-143-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000637
DEA: 031H1404
EFIS: 0316000060
DIST-CO-RTE-PM03-BUT-99-R3.1/5.0
Award Date01/08/2025
Closeout DateNot set
Work DescriptionRHMA, HMA, LIGHTING SYSTEMS, CURB RAMPS, SIDEWALKS, AND DRIVEWAYS.
Location DescriptionBUTTE COUNTY IN AND NEAR GRIDLEY FROM HOLLIS LANE TO 0.2 MILE NORTH OF FORD AVENUE
QA Service Level1 (Verified on 11/06/2024)

Sample Information

Sample Taken Date06/04/2026 Sample Unique Key143
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 testing06/22/2026
Sample typeQuality Assurance A brief description of the sample58-22
The quantity of what the sample constitutes1 can of 58-22 From where was the sample collectedSource
First name of sampler or witnessed bybrad Last name of sampler or witnessed bym
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameteichert hallwood Transportation Laboratory (TL) Number955808
Inspector Lot Number from the Transportation Laboratory (TL) Form955808 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number1
Sublot number4 Tank number
Time of sample HMA SupplierTeichert Hallwood
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeYes
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-06-04-143
DIME Test ID: 2026-06-04-143-1
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: 2026-06-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 06/23/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.153 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.268 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.27 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/24/2026