Summary for Test 2021-05-18-48-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215033
DEA: 033H6504
EFIS: 0318000027
DIST-CO-RTE-PM03-NEV-49-8.3/8.7
Award Date08/07/2020
Closeout Date09/23/2021
Work DescriptionCONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location DescriptionNEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
QA Service Level1 (Verified on 06/22/2020)

Sample Information

Sample Taken Date05/18/2021 Sample Unique Key48
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 testing06/11/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byJD Last name of sampler or witnessed byAkinson
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number928874
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 Tank number
Time of sample HMA SupplierKnife River
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-05-18-48
DIME Test ID: 2021-05-18-48-5
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: 2021-06-24

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 06/17/2021
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 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: 994.0 mN
Beam deflection 60.0 s: 1.195 µm
Measured Stiffness Modulus 60.0 s: 67.100 mPa
Estimated Stiffness Modulus 60.0 s: 67.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.420
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 6/24/2021