Summary for Test 2021-10-07-111-4

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215308
DEA: 09360704
EFIS: 0914000003
DIST-CO-RTE-PM09-MNO-395-R6.9/T9.6
Award Date02/04/2021
Closeout Date01/23/2023
Work DescriptionPLACE HMA, ROADWAY EXCAVATION AND CONSTRUCT CONCRETE BARRIER.
Location DescriptionMONO COUNTY NEAR TOM'S PLACE FROM 2.4 MILES SOUTH OF LOWER ROCK CREEK ROAD TO 0.3 MILE NORTH OF LOWER ROCK CREEK ROAD
QA Service Level1 (Verified on 04/23/2021)

Sample Information

Sample Taken Date10/07/2021 Sample Unique Key111
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 testing11/16/2021
Sample typeDepartment Acceptance A brief description of the sample58-34M
The quantity of what the sample constitutes1 OF 1 From where was the sample collectedJob Site
First name of sampler or witnessed byQ.C Last name of sampler or witnessed byQ.C
Title of samplerSTAFF Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namegranite Transportation Laboratory (TL) Number661815
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-07-111
DIME Test ID: 2021-10-07-111-4
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: 2021-12-03

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 12/02/2021
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 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: 947.0 mN
Beam deflection 60.0 s: 0.726 µm
Measured Stiffness Modulus 60.0 s: 105.000 mPa
Estimated Stiffness Modulus 60.0 s: 105.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.343
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 12/3/2021