Summary for Test 2025-08-20-59-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000909
DEA: 051R7304
EFIS: 0524000112
DIST-CO-RTE-PM05-SB-135-R7.2/M9.7
Award Date04/14/2025
Closeout Date01/26/2026
Work DescriptionPARTIAL DEPTH RECYCLING AND RHMA-G OVERLAY.
Location DescriptionSANTA BARBARA COUNTY ABOUT 7 MILES NORTH OF LOS ALAMOS FROM SAN ANTONIO CREEK BRIDGE TO SAN ANTONIO ROAD
QA Service Level1 (Verified on 02/24/2025)

Sample Information

Sample Taken Date08/20/2025 Sample Unique Key59
Date that the sample was received by the laboratory/organization performing the testing08/27/2025 Sample typeQuality Assurance
A brief description of the sampleTEST Asphalt Binder The quantity of what the sample constitutes2 cans
From where was the sample collectedJob Site First name of sampler or witnessed byIssac
Last name of sampler or witnessed byGleffe Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSJR San Joaquin
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form250820A
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number1
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-08-20-59
DIME Test ID: 2025-08-20-59-1
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: 2025-10-08

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 10/08/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.324 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 10/8/2025 ✔