Summary for Test 2021-06-30-9-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout Date08/30/2023
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date06/30/2021 Sample Unique Key9
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 testing07/02/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byEppie Last name of sampler or witnessed byNot Provided
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hollwood Transportation Laboratory (TL) Numberc930961
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 number1 Tank number
Time of sample HMA SupplierTeichert - Hollwood
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-30-9
DIME Test ID: 2021-06-30-9-5
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: 2021-07-07

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/07/2021
Minimum test bath temperature at 240 s: -6.0 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: 993.0 mN
Beam deflection 60.0 s: 0.914 µm
Measured Stiffness Modulus 60.0 s: 87.600 mPa
Estimated Stiffness Modulus 60.0 s: 87.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.398
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 7/7/2021