Summary for Test 2021-09-09-27-6

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout DateNot set
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date09/09/2021 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 testing09/17/2021
Sample typeAcceptance A brief description of the sample64-28M
The quantity of what the sample constitutes2 Cans From where was the sample collectedManufacturer
First name of sampler or witnessed byMike Last name of sampler or witnessed byC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Numberc799129
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number6
Sublot number20 Tank number
Time of sample HMA SupplierTeichert Perkins
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-09-09-27
DIME Test ID: 2021-09-09-27-6
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: 2021-10-06

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/29/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 969.0 mN
Beam deflection 60.0 s: 0.553 µm
Measured Stiffness Modulus 60.0 s: 141.000 mPa
Estimated Stiffness Modulus 60.0 s: 141.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.330
General comments (publicly viewable) (Max 1000 characters): BBR Per 2018 Standard Specifications

Test was verified on 10/6/2021