Summary for Test 2023-07-19-34-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/26/2021
Closeout Date08/31/2026
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date07/19/2023 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing07/25/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 64-10 The quantity of what the sample constitutes1 of 1 can
From where was the sample collectedSource First name of sampler or witnessed byERIC
Last name of sampler or witnessed bySCHMUR Title of samplerQC
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc
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 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-07-19-34
DIME Test ID: 2023-07-19-34-2
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: 2023-08-10

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/09/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 45.012 kPa
Phase Angle (δ) (for the 10 cycles): 65.0 degree
Complex Modulus (G*) (for the 10 measurements): 4478.660 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 4059 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/10/2023 ✔