Summary for Test 2026-07-14-93-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000775
DEA: 022J9704
EFIS: 0221000154
DIST-CO-RTE-PM02-SHA-5,89-Var
Award Date02/26/2025
Closeout DateNot set
Work DescriptionBRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL.
Location DescriptionSHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE
QA Service Level1 (Verified on 12/04/2024)

Sample Information

Sample Taken Date07/14/2026 Sample Unique Key93
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 testing07/24/2026
Sample typeProduction Start-Up A brief description of the samplePSE 58-34m
The quantity of what the sample constitutes2 Cans of 58-34m From where was the sample collectedSource
First name of sampler or witnessed byc Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F SHEA FAWNDALE Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form875934 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierJF Shea - Fawndale
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type3/4 W23.6% RAP HMA Supplier Mix ID NumberNOT LISTED ON TL101

Test Details

DIME Sample ID: 2026-07-14-93
DIME Test ID: 2026-07-14-93-1
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: 2026-07-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 07/27/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.407 kPa
Phase Angle (δ) (for the 10 cycles): 64.8 degree
Complex Modulus (G*) (for the 10 measurements): 3.372 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.73 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/29/2026