Summary for Test 2023-03-24-25-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993301
DEA: 060U2804
EFIS: 0615000293
DIST-CO-RTE-PM06-TUL-245-1.4,4.2
Award Date01/03/2022
Closeout DateNot set
Work DescriptionPRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location DescriptionTULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 10/11/2021)

Sample Information

Sample Taken Date03/24/2023 Sample Unique Key25
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 testing03/28/2023
Sample typeQuality Assurance A brief description of the sample 1 can asphalt binder
The quantity of what the sample constitutes1 can binder From where was the sample collectedSource
First name of sampler or witnessed byEric Last name of sampler or witnessed byPat
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2023-03-24-19
The fabricator/manufacturer/facility nameSan Juaquin Refining Co. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormC804599 Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
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

Test Details

DIME Sample ID: 2023-03-24-25
DIME Test ID: 2023-03-24-25-1
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: 2023-04-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/29/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.176 kPa
Phase Angle (δ) (for the 10 cycles): 89.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.464 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.46 kPa
General comments (publicly viewable) (Max 1000 characters): original

Test was verified on 4/3/2023