Summary for Test 2025-11-02-9-3

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
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes 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

Test Details

DIME Sample ID: 2025-11-02-9
DIME Test ID: 2025-11-02-9-3
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: PAV residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/26/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 31.097 kPa
Phase Angle (δ) (for the 10 cycles): 53.5 degree
Complex Modulus (G*) (for the 10 measurements): 3094.120 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2487 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 12/2/2025