Summary for Test 2023-11-01-71-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993118
DEA: 101C3304
EFIS: 1014000146
DIST-CO-RTE-PM10-SJ-205-R4.6/R9.0
Award Date04/05/2022
Closeout DateNot set
Work DescriptionWidening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2
Location DescriptionOn state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing.
QA Service Level1 (Verified on 07/06/2022)

Sample Information

Sample Taken Date11/01/2023 Sample Unique Key71
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 testing11/13/2023
Sample typeQuality Control A brief description of the samplePG 70-10
The quantity of what the sample constitutes2 of 2, From where was the sample collectedJob Site
First name of sampler or witnessed byTIFULKERSON Last name of sampler or witnessed byT
Title of samplerTECH Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina Transportation Laboratory (TL) Number035606
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number4
Sublot number5 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-11-01-71
DIME Test ID: 2023-11-01-71-1
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: 11/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.130 kPa
Phase Angle (δ) (for the 10 cycles): 86.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.076 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.08 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 11/28/2023