Summary for Test 2026-05-05-54-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000279
DEA: 023H70U4
EFIS: 0223000161
DIST-CO-RTE-PM02-TRI-299-15.0/25.7
Award Date08/09/2024
Closeout Date06/23/2026
Work DescriptionRHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location DescriptionTRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
QA Service Level1 (Verified on 04/30/2024)

Sample Information

Sample Taken Date05/05/2026 Sample Unique Key54
Date that the sample was received by the laboratory/organization performing the testing05/22/2026 Sample typeQuality Assurance
A brief description of the sample2 CANS OF BINDER The quantity of what the sample constitutes2 quart cans, split sample
From where was the sample collectedSource First name of sampler or witnessed byCynthia
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identification080190
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
Transportation Laboratory (TL) Number854563 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
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierFawndale Rock and Asphalt, Redding, CA
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-05-05-54
DIME Test ID: 2026-05-05-54-1
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: 2026-05-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 05/28/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.356 kPa
Phase Angle (δ) (for the 10 cycles): 57.6 degree
Complex Modulus (G*) (for the 10 measurements): 2.950 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.49 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-05-05-54pdf258.64 KB05/28/20262026-05-05-54-1   Info

Test was verified on 5/29/2026 ✔