Test 2021-05-20-21-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215325
DEA: 101J1704
EFIS: 1018000179
DIST-CO-RTE-PM10-AMA-88-32.3/38.0
Work DescriptionHMA, TRAFFIC STRIPING, COLD PLANE AC AND RUMBLE STRIP.
Location DescriptionAMADOR COUNTY AT AND NEAR BARTON FROM 0.4 MILE WEST OF SILVER DRIVE TO 0.2 MILE WEST OF SHAKE RIDGE ROAD
Sample Information
Sample Taken Date5/20/2021 Sample Unique Key21
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 testing6/4/2021
Sample typeAcceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes 1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant Transportation Laboratory (TL) Numberc034721
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierGeorge Reed - Clements
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-20-21
DIME Test ID: 2021-05-20-21-6
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: 2021-06-11
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/09/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 963.0 mN
Beam deflection 60.0 s: 0.887 µm
Measured Stiffness Modulus 60.0 s: 87.500 mPa
Estimated Stiffness Modulus 60.0 s: 87.600 mPa
Difference between stiffness moduli 60.0 s: 0.11 %
Estimated m-value 60.0 s: 0.324
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/11/2021