Summary for Test 2021-07-14-6-8

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215606
DEA: 061C0014
EFIS: 0620000167
DIST-CO-RTE-PM06-MAD-145-8.6
Award Date05/11/2021
Closeout Date03/02/2022
Work DescriptionPARKING LOT RESURFACING WITH COLD PLANE AND HOT MIX ASPHALT.
Location DescriptionMADERA COUNTY IN MADERA AT THE MADERA MAINTENANCE STATION AT 125 WEST ALMOND AVENUE
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date07/14/2021 Sample Unique Key6
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 testing07/15/2021
Sample typeAcceptance A brief description of the samplePG70-10
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed by. Last name of sampler or witnessed by.
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number056164
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 number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-14-6
DIME Test ID: 2021-07-14-6-8
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: 2021-08-16

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/22/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 47.231 kPa
Phase Angle (δ) (for the 10 cycles): 62.3 degree
Complex Modulus (G*) (for the 10 measurements): 4722.750 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4181 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 8/16/2021