Test 2021-04-21-19-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215307
DEA: 033F5004
EFIS: 0313000019
DIST-CO-RTE-PM03-GLE-5-R7.4/R17.0
Work DescriptionPLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
Sample Information
Sample Taken Date4/21/2021 Sample Unique Key19
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 testing4/29/2021
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutesone out of one From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad (WITNESS) Last name of sampler or witnessed byMcKeehan
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameKnife River Construction - Orland Drum Plant Transportation Laboratory (TL) NumberC724331
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number3 Tank number
Time of sample HMA SupplierKRC Orland
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID JMF3513-2021-39
Test Details
DIME Sample ID: 2021-04-21-19
DIME Test ID: 2021-04-21-19-5
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: 2021-05-05
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/04/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 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: 1002.0 mN
Beam deflection 60.0 s: 1.673 µm
Measured Stiffness Modulus 60.0 s: 48.300 mPa
Estimated Stiffness Modulus 60.0 s: 48.200 mPa
Difference between stiffness moduli 60.0 s: 0.21 %
Estimated m-value 60.0 s: 0.491
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/05/2021