Summary for Test 2020-05-12-29-2

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Award Date03/14/2019
Closeout Date05/11/2023
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date05/12/2020 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing05/28/2020 Sample typeDepartment Acceptance
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes1 Can
From where was the sample collectedDistributor First name of sampler or witnessed byG Litt
Last name of sampler or witnessed byG Litt Title of sampler
Telephone number of sampler Laboratory sample identificationAB206004
Linked DIME Sample ID The fabricator/manufacturer/facility nameSupply Line
Transportation Laboratory (TL) Number056992 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG70-10
ModifiedNo Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2020-05-12-29
DIME Test ID: 2020-05-12-29-2
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: 2020-06-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 06/24/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.181 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.506 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.51 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/24/2020 ✔