Test 2020-09-30-13-7 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Sample Information
Sample Taken Date9/30/2020 Sample Unique Key13
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 testing10/6/2020
Sample typeAcceptance A brief description of the sample#25 Test, #24(200929E), #26(201001E) No Test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed bySPM Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCalPortland Garey Plant Transportation Laboratory (TL) Number200930E
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 number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-09-30-13
DIME Test ID: 2020-09-30-13-7
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: 2020-10-21
Test Results

Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 10/14/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 180.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.377
General comments (publicly viewable) (Max 250 characters): Per 2018 Standard Specifications

Test was verified on 10/21/2020