Summary for Test 2020-09-30-19-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 213583
DEA: 060H2004
EFIS: 0612000157
DIST-CO-RTE-PM06-TUL-201,216-12.5,21.2,18.7
Award Date11/29/2018
Closeout Date11/29/2021
Work DescriptionBRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location DescriptionTULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date09/30/2020 Sample Unique Key19
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 testing10/08/2020
Sample typeAcceptance A brief description of the sampleAB #1 test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed bySWhrivani
Title of samplerte Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sanger Transportation Laboratory (TL) Number0357041
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number 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: 2020-09-30-19
DIME Test ID: 2020-09-30-19-4
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: 2020-10-09

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/09/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.362 kPa
Phase Angle (δ) (for the 10 cycles): 88.1 degree
Complex Modulus (G*) (for the 10 measurements): 3.621 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 3.62 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 10/9/2020