Summary for Test 2026-09-29-37-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000365
DEA: 033H9014
EFIS: 0323000075
DIST-CO-RTE-PM03-SOL,YOL-50,80,113-Var
Award Date09/27/2024
Closeout DateNot set
Work DescriptionHMA, RHMA, SIGN STRUCTURE, CAMERA SYSTEMS, & FO CABLE SYSTEMS.
Location DescriptionSOLANO AND YOLO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/17/2024)

Sample Information

Sample Taken Date09/29/2026 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing10/02/2026 Sample typeQuality Assurance
A brief description of the sample64-16 The quantity of what the sample constitutes1 can of 64-16
From where was the sample collectedSource First name of sampler or witnessed byJEREMY/LUIS
Last name of sampler or witnessed byN/A Title of samplerQA
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDe Silva Gates - Marysville
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form993813
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierDe Silva Gates
Certified Asphalt SupplierValero-NuStar PAT - Pittsburg - Pittsburg CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type1/2" RHMA-O HMA Supplier Mix ID Number00000

Test Details

DIME Sample ID: 2026-09-29-37
DIME Test ID: 2026-09-29-37-1
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: 0.166 kPa
Phase Angle (δ) (for the 10 cycles): 86.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.376 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.38 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-09-29-37pdf477.00 KB10/05/20262026-09-29-37-1   Info

Test was verified on 10/5/2026 ✔