Summary for Test 2026-08-03-29-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001985
DEA: 010L9904
EFIS: 0122000073
DIST-CO-RTE-PM01-DN-199-T0.6/0.8
Award Date01/30/2026
Closeout DateNot set
Work DescriptionDN 199 Construct Roundabout
Location DescriptionNot set
QA Service Level1 (Verified on 03/04/2026)

Sample Information

Sample Taken Date08/03/2026 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing08/05/2026 Sample typeProduction Start-Up
A brief description of the sample1 can of PG 64-16 binder The quantity of what the sample constitutes1 Quart Can
From where was the sample collectedSource First name of sampler or witnessed byLee
Last name of sampler or witnessed byRenick Title of sampler
Telephone number of sampler Laboratory sample identification26-155
Linked DIME Sample ID The fabricator/manufacturer/facility nameTidewater Smith River
Transportation Laboratory (TL) Number025860 Inspector Lot Number from the Transportation Laboratory (TL) Form025860
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierTidewater- Smith River
Certified Asphalt SupplierAlbina Asphalt - Klamath Falls - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type1/2" HMA 15% RAP PG 64-16 HMA Supplier Mix ID Number122000073

Test Details

DIME Sample ID: 2026-08-03-29
DIME Test ID: 2026-08-03-29-2
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: 2026-08-07

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 08/07/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.109 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 0.902 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 0.90 kPa
General comments (publicly viewable) (Max 1000 characters): OG-2

Test was verified on 8/7/2026 ✔