Summary for Test 2020-06-30-49-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 213949
DEA: 093494U4
EFIS: 0919000010
DIST-CO-RTE-PM09-MNO-395-88.4/91.6,93.4/95.7
Award Date05/07/2019
Closeout Date01/14/2021
Work DescriptionCONSTRUCT SHOULDER WIDENING, DRAINAGE, AND RETAINING WALLS.
Location DescriptionMONO COUNTY NEAR SONORA JUNCTION FROM 0.3 MILE NORTH OF DEVILS GATE SUMMIT TO BURCHAM FLAT ROAD AND FROM 0.3 MILE SOUTH OF ROUTE 108 TO 2.0 MILES NORTH OF ROUTE 108
QA Service Level1 (Verified on 01/15/2020)

Sample Information

Sample Taken Date06/30/2020 Sample Unique Key49
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 testing08/17/2020
Sample typeAcceptance A brief description of the sample#1 Test, #2(993203) No Test
The quantity of what the sample constitutesPlant Tank From where was the sample collectedSource
First name of sampler or witnessed byBruce Last name of sampler or witnessed byFulkersom
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRHB Desert Creek Pit Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form993210 Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number3
Sublot number1 Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-30-49
DIME Test ID: 2020-06-30-49-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-09-02

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Juan Gomez
Date of test: 09/02/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 47.5 degree
(G*) x sin(δ)=: 2414 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020