Test 2021-06-25-19-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215624
DEA: 020J4004
EFIS: 0219000115
DIST-CO-RTE-PM02-SIS-161-17.5/18.5
Work DescriptionFULL DEPTH RECLAMATION - CEMENT AND PLACE HMA.
Location DescriptionSISKIYOU COUNTY NEAR TULELAKE FROM 0.3 MILE EAST OF MALONE ROAD TO 1.2 MILES EAST OF HILL ROAD
Sample Information
Sample Taken Date6/25/2021 Sample Unique Key19
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 testing7/13/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 OF 2 CANS From where was the sample collectedSource
First name of sampler or witnessed byRANDY Last name of sampler or witnessed byBIBBINS
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number990940
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
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-25-19
DIME Test ID: 2021-06-25-19-5
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: 2021-07-23
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/21/2021
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: 1007.0 mN
Beam deflection 60.0 s: 0.282 µm
Measured Stiffness Modulus 60.0 s: 288.000 mPa
Estimated Stiffness Modulus 60.0 s: 288.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.274
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/23/2021