Summary for Test 2022-06-01-29-4

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 Date02/22/2024
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 Date06/01/2022 Sample Unique Key29
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 testing06/08/2022
Sample typeAcceptance A brief description of the sample3/4" HMA-SP PG64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byJim Last name of sampler or witnessed byCarnell
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number059346
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 Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-01-29
DIME Test ID: 2022-06-01-29-4
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: 2022-06-22

Test Results


Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 06/20/2022
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -5.9 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: 59.600 mPa
Estimated Stiffness Modulus 60.0 s: 59.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.392
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 6/22/2022