Summary for Test 2022-08-19-35-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993572
DEA: 061C5004
EFIS: 0621000172
DIST-CO-RTE-PM06-MAD-145-17.5/25.5
Award Date04/21/2022
Closeout Date04/24/2023
Work DescriptionRHMA AND HMA PAVING, MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.9 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO ROUTE 41
QA Service Level1 (Verified on 02/22/2022)

Sample Information

Sample Taken Date08/19/2022 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing08/26/2022 Sample typeDepartment Acceptance
A brief description of the samplePG64-16 virgin The quantity of what the sample constitutes1 CAN
From where was the sample collectedSource First name of sampler or witnessed byG
Last name of sampler or witnessed byLitt Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc
Transportation Laboratory (TL) Number039525 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-08-19-35
DIME Test ID: 2022-08-19-35-2
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: 2022-09-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/02/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.282 kPa
Phase Angle (δ) (for the 10 cycles): 88.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.822 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.82 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 9/9/2022 ✔