Summary for Test 2026-08-07-18-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001369
DEA: 010K1504
EFIS: 0120000035
DIST-CO-RTE-PM01-HUM-101-125.2/R126.1
Award DateNot set
Closeout DateNot set
Work DescriptionEARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING
QA Service Level1 (Verified on 07/08/2025)

Sample Information

Sample Taken Date08/07/2026 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing08/11/2026 Sample typeProduction Start-Up
A brief description of the sample1 can of PG 64-16 The quantity of what the sample constitutes1 Quart Can
From where was the sample collectedManufacturer First name of sampler or witnessed byJason
Last name of sampler or witnessed byHugh Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID26-161 The fabricator/manufacturer/facility nameKernen Blue Lake Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierKernen- Blue Lake
Certified Asphalt SupplierVSS Emultech - Redding - Redding CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type1/2" HMA-A 15% RAP PG 64-16 HMA Supplier Mix ID NumberNOT LISTED ON TL 101

Test Details

DIME Sample ID: 2026-08-07-18
DIME Test ID: 2026-08-07-18-1
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: 2026-08-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/11/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.189 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.569 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.57 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/12/2026 ✔