Summary for Test 2021-07-18-7-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215237
DEA: 101H4204
EFIS: 1018000166
DIST-CO-RTE-PM10-MER-5-17.0/22.6
Award Date12/09/2020
Closeout Date03/02/2022
Work DescriptionRESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location DescriptionMERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date07/18/2021 Sample Unique Key7
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 testing07/26/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 OF 2 CANS From where was the sample collectedSource
First name of sampler or witnessed byAdam Last name of sampler or witnessed byZ
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMARATHON ELK GROVE Transportation Laboratory (TL) Number034104
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierTeichert
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-07-18-7
DIME Test ID: 2021-07-18-7-5
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: 2021-08-04

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/02/2021
Minimum test bath temperature at 240 s: -6.0 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: 987.0 mN
Beam deflection 60.0 s: 0.826 µm
Measured Stiffness Modulus 60.0 s: 96.300 mPa
Estimated Stiffness Modulus 60.0 s: 96.300 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.385
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications

Test was verified on 8/4/2021