Summary for Test 2026-09-09-56-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002670
DEA: 010L2204
EFIS: 0121000085
DIST-CO-RTE-PM01-LAK-29-17.6/18
Award Date06/12/2026
Closeout DateNot set
Work DescriptionLake-29/ C St Left Turn Channelization
Location DescriptionNot set
QA Service Level1 (Verified on 09/21/2026)

Sample Information

Sample Taken Date09/09/2026 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing09/21/2026 Sample typeProduction Start-Up
A brief description of the sample1 can of PG 58-22 binder The quantity of what the sample constitutes1 Can
From where was the sample collectedManufacturer First name of sampler or witnessed byStanley
Last name of sampler or witnessed byEmery Title of samplerQC
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite- Ukiah
Transportation Laboratory (TL) Number036211 Inspector Lot Number from the Transportation Laboratory (TL) Form036211
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 SupplierGranite- Ukiah
Certified Asphalt SupplierValero Benicia Refinery - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type3/4" HMA-A 25% RAP HMA Supplier Mix ID Number15368

Test Details

DIME Sample ID: 2026-09-09-56
DIME Test ID: 2026-09-09-56-1
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: 2026-09-23

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/22/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.200 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.661 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.66 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-09-09-56pdf477.37 KB09/22/20262026-09-09-56-1   Info

Test was verified on 9/23/2026 ✔