Summary for Test 2020-06-13-7-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Award Date06/24/2020
Closeout Date11/28/2023
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date06/13/2020 Sample Unique Key7
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 testing11/20/2020
Sample typeQuality Assurance A brief description of the sampleAB Sample #1 test
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed bysergio Last name of sampler or witnessed byT
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) Number766304
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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: 2020-06-13-7
DIME Test ID: 2020-06-13-7-5
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: 2020-12-02

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/02/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.380 kPa
Phase Angle (δ) (for the 10 cycles): 71.6 degree
Complex Modulus (G*) (for the 10 measurements): 3.795 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.00 kPa
General comments (publicly viewable) (Max 1000 characters): Per Cal trans 2018 Standards and Specifications

Test was verified on 12/2/2020