Summary for Test 2021-07-16-53-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215558
DEA: 101J1304
EFIS: 1018000136
DIST-CO-RTE-PM10-CAL,ALP-4,207-R58.0/R65.9,0.0/1.4
Award Date04/26/2021
Closeout Date12/07/2021
Work DescriptionCOLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location DescriptionCALAVERAS AND ALPINE COUNTIES NEAR TAMARACK ON ROUTE 4 FROM 1.8 MILES WEST OF CABBAGE PATCH LOG ROAD TO ALPINE COUNTY LINE AND NEAR LAKE ALPINE ON ROUTE 207 FROM JUNCTION 4/207 TO END OF ROUTE (MT REBA RESORT)
QA Service Level1 (Verified on 03/26/2021)

Sample Information

Sample Taken Date07/16/2021 Sample Unique Key53
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 testing07/26/2021
Sample typeDepartment Acceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number034897
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-16-53
DIME Test ID: 2021-07-16-53-4
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: 2021-08-11

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/09/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 28.688 kPa
Phase Angle (δ) (for the 10 cycles): 47.9 degree
Complex Modulus (G*) (for the 10 measurements): 2868.407 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2128 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 8/11/2021