Summary for Test 2021-05-24-13-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215596
DEA: 061C1604
EFIS: 0621000103
DIST-CO-RTE-PM06-MAD,MAD-99-1.5/7.4
Award Date03/16/2021
Closeout Date11/22/2021
Work DescriptionRemove and replace failed pavement on the number 2 lane on both the N and S directions.
Location DescriptionNot set
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date05/24/2021 Sample Unique Key13
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 testing05/26/2021
Sample typeDepartment Acceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byVulcan Tech
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials - Madera Transportation Laboratory (TL) Numberc040376
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 number1
Sublot number12 Tank number
Time of sample HMA SupplierVulcan Materials - Madera
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-05-24-13
DIME Test ID: 2021-05-24-13-4
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: 2021-07-14

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 71.431 kPa
Phase Angle (δ) (for the 10 cycles): 55.5 degree
Complex Modulus (G*) (for the 10 measurements): 7142.293 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5886 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 7/14/2021