Summary for Test 2021-04-14-15-2

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 213583
DEA: 060H2004
EFIS: 0612000157
DIST-CO-RTE-PM06-TUL-201,216-12.5,21.2,18.7
Award Date11/29/2018
Closeout Date11/29/2021
Work DescriptionBRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location DescriptionTULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date04/14/2021 Sample Unique Key15
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 testing04/20/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 Can From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byNot Provided
Title of samplerVulcan Tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Fresno Transportation Laboratory (TL) Number816157
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 number3
Sublot number2 Tank number
Time of sample HMA SupplierVulcan Materials
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-04-14-15
DIME Test ID: 2021-04-14-15-2
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: 2021-04-29

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/28/2021
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: 972.0 mN
Beam deflection 60.0 s: 0.322 µm
Measured Stiffness Modulus 60.0 s: 243.000 mPa
Estimated Stiffness Modulus 60.0 s: 243.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.372
General comments (publicly viewable) (Max 1000 characters): PER 2018 STANDARD SPECS

Test was verified on 4/29/2021