Summary for Test 2025-11-02-9-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000890
DEA: 101J8204
EFIS: 1019000055
DIST-CO-RTE-PM10-CAL-12-9.9/10.3
Award Date03/24/2025
Closeout DateNot set
Work DescriptionCONSTRUCT INTERSECTION SIGNAL, CURB RAMPS, AND SIDEWALK.
Location DescriptionCALAVERAS COUNTY IN AND NEAR VALLEY SPRINGS FROM 0.1 MILE EAST OF CHESTNUT STREET TO 0.1 MILE WEST OF LIME CREEK ROAD
QA Service Level1 (Verified on 01/22/2025)

Sample Information

Sample Taken Date11/02/2025 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing11/14/2025 Sample typeQuality Assurance
A brief description of the sample3/4HMA The quantity of what the sample constitutes1 Can
From where was the sample collectedJob Site First name of sampler or witnessed byTrevor
Last name of sampler or witnessed byFulkerson Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form1700002
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 SupplierGeorge Reed - Clements
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-11-02-9
DIME Test ID: 2025-11-02-9-2
Testing Lab: Atlas - Denver
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: 2025-12-02

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/24/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.05 %
Stress Amplitude: 0.304 kPa
Phase Angle (δ) (for the 10 cycles): 84.2 degree
Complex Modulus (G*) (for the 10 measurements): 3.028 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.04 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 12/2/2025 ✔