Summary for Test 2022-09-14-91-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993299
DEA: 022J3904
EFIS: 0221000073
DIST-CO-RTE-PM02-SHA-44-45.5/51.6
Award Date11/16/2021
Closeout Date11/23/2022
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionSHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD
QA Service Level1 (Verified on 10/18/2021)

Sample Information

Sample Taken Date09/14/2022 Sample Unique Key91
Date that the sample was received by the laboratory/organization performing the testing07/25/2023 Sample typeDepartment Acceptance
A brief description of the samplepg 58-34m The quantity of what the sample constitutes1 of 1 can
From where was the sample collectedSource First name of sampler or witnessed byc
Last name of sampler or witnessed byrogers Title of samplerplant inspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namenorth state asphalt
Transportation Laboratory (TL) Number852751 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
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: 2022-09-14-91
DIME Test ID: 2022-09-14-91-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-04-06

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/07/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 26.823 kPa
Phase Angle (δ) (for the 10 cycles): 38.3 degree
Complex Modulus (G*) (for the 10 measurements): 2668.820 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1654 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 4/6/2026 ✔