Summary for Test 2020-12-23-11-6

Test performed: AASHTO T313-19

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 Date12/23/2020 Sample Unique Key11
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 testing01/22/2021
Sample typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byDITT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVULCAN MATERIALS MADERA Transportation Laboratory (TL) NumberC040290
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 SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-12-23-11
DIME Test ID: 2020-12-23-11-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-01-27

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 01/27/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 211.000 mPa
Estimated Stiffness Modulus 60.0 s: 211.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.395
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 1/27/2021