Summary for Test 2023-11-15-37-1

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 Date11/15/2023 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing11/21/2023 Sample typeQuality Assurance
A brief description of the sample3/4" HMA SP R15 The quantity of what the sample constitutes1 Can
From where was the sample collectedJob Site First name of sampler or witnessed byERICK
Last name of sampler or witnessed bySchmier Title of samplerQC
Telephone number of sampler Laboratory sample identificationnone
Linked DIME Sample ID The fabricator/manufacturer/facility namePAI
Transportation Laboratory (TL) Numbernone 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 number20004
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number2185
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-11-15-37
DIME Test ID: 2023-11-15-37-1
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: 2023-11-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 11/28/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.178 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.472 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.47 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 11/30/2023 ✔