Summary for Test 2021-08-11-26-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215627
DEA: 032G2004
EFIS: 0321000024
DIST-CO-RTE-PM03-YOL-128-0.0/9.8
Award Date05/11/2021
Closeout Date01/20/2022
Work DescriptionPLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location DescriptionYOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date08/11/2021 Sample Unique Key26
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/27/2021
Sample typeAcceptance A brief description of the sampleTEST 8/11, NO TEST 8/18
The quantity of what the sample constitutes3 cans From where was the sample collectedSource
First name of sampler or witnessed byMaxamud Last name of sampler or witnessed byAbDulle
Title of samplerTE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number042879
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-08-11-26
DIME Test ID: 2021-08-11-26-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/01/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.167 kPa
Phase Angle (δ) (for the 10 cycles): 87.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.393 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.39 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG

Test was verified on 9/13/2021