Summary for Test 2021-01-06-17-3

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Award Date12/05/2019
Closeout Date05/11/2023
Work DescriptionREPLACE CONCRETE AND ASPHALT PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date01/06/2021 Sample Unique Key17
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 5 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 nameCMI FRESNO Transportation Laboratory (TL) NumberC040295
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
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: 2021-01-06-17
DIME Test ID: 2021-01-06-17-3
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: 2021-01-29

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 01/28/2021
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: 178.000 mPa
Estimated Stiffness Modulus 60.0 s: 178.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.447
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 1/29/2021