Summary for Test 2021-03-25-13-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215147
DEA: 060X0404
EFIS: 0618000013
DIST-CO-RTE-PM06-TUL-65,190-0.0/R15.1,8.0/26.5
Award Date10/27/2020
Closeout Date04/04/2022
Work DescriptionINSTALL RUMBLE STRIPS.
Location DescriptionTULARE COUNTY NEAR PORTERVILLE ON ROUTE 65 FROM KERN COUNTY LINE TO 0.5 MILE SOUTH OF AVENUE 124 AND ON ROUTE 190 FROM ROAD 180 TO PLEASANT OAK DRIVE
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date03/25/2021 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 testing04/05/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byBurkey
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePorterville Asphalt Transportation Laboratory (TL) NumberC056403
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 SupplierPorterville Asphalt
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-03-25-13
DIME Test ID: 2021-03-25-13-5
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: 2021-04-08

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/07/2021
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: 122.000 mPa
Estimated Stiffness Modulus 60.0 s: 122.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.479
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specs

Test was verified on 4/8/2021