Summary for Test 2021-05-03-29-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 214227
DEA: 100Q1214
EFIS: 1014000167
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date12/24/2019
Closeout DateNot set
Work DescriptionPLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 06/26/2019)

Sample Information

Sample Taken Date05/03/2021 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 testing05/21/2021
Sample typeAcceptance A brief description of the samplePG70-10
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
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 nameTeichert - Santa Fe Winton Transportation Laboratory (TL) Numberc037449
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierTeichert - Santa Fe Winton
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-05-03-29
DIME Test ID: 2021-05-03-29-5
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: 2021-06-03

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 06/03/2021
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: 983.0 mN
Beam deflection 60.0 s: 0.897 µm
Measured Stiffness Modulus 60.0 s: 88.400 mPa
Estimated Stiffness Modulus 60.0 s: 88.300 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.381
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 6/3/2021