Summary for Test 2021-09-03-14-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 214227
DEA: 100Q1214
EFIS: 1014000167
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date12/04/2019
Closeout Date12/05/2022
Work DescriptionPLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 06/26/2019)

Sample Information

Sample Taken Date09/03/2021 Sample Unique Key14
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 testing09/17/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of samplerTeichert QC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Santa Fe Winton Transportation Laboratory (TL) Numberc21MC0010
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierTeichert - Santa Fe Winton
Certified Asphalt SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-03-14
DIME Test ID: 2021-09-03-14-4
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: 2021-10-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 47.896 kPa
Phase Angle (δ) (for the 10 cycles): 50.2 degree
Complex Modulus (G*) (for the 10 measurements): 4789.675 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3680 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 10/7/2021