Summary for Test 2021-08-23-27-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215530
DEA: 051N1704
EFIS: 0520000136
DIST-CO-RTE-PM05-SB-135-1.0/R7.2
Award Date04/12/2021
Closeout Date05/24/2022
Work DescriptionConstruct pavement using partial depth recycling and pave with RHMA
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 09/16/2021)

Sample Information

Sample Taken Date08/23/2021 Sample Unique Key27
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 testing08/31/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 64-10
The quantity of what the sample constitutes2 cans - load 1 From where was the sample collectedJob Site
First name of sampler or witnessed byG Last name of sampler or witnessed byAlvarez
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Transportation Laboratory (TL) Number023703 copy
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 number3
Sublot number Tank number
Time of sample HMA SupplierGranite Construction
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-23-27
DIME Test ID: 2021-08-23-27-5
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: 2021-09-13

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/08/2021
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: 38.100 mPa
Estimated Stiffness Modulus 60.0 s: 37.900 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.377
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/13/2021