Summary for Test 2021-05-05-12-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215405
DEA: 032G1604
EFIS: 0320000235
DIST-CO-RTE-PM03-YOL-45-0.6/12.9
Award Date02/16/2021
Closeout Date06/30/2021
Work DescriptionCOLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location DescriptionYOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
QA Service Level1 (Verified on 01/18/2021)

Sample Information

Sample Taken Date05/05/2021 Sample Unique Key12
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 testing05/07/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byTraver Last name of sampler or witnessed byBrewer
Title of samplerTeichert Tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hollwood Transportation Laboratory (TL) Numberc783775
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 number2
Sublot number10 Tank number
Time of sample HMA SupplierTeichert Hollwood
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-05-05-12
DIME Test ID: 2021-05-05-12-5
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: 2021-05-21

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/12/2021
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: 1033.0 mN
Beam deflection 60.0 s: 0.860 µm
Measured Stiffness Modulus 60.0 s: 96.800 mPa
Estimated Stiffness Modulus 60.0 s: 96.600 mPa
Difference between stiffness moduli 60.0 s: -0.21 %
Estimated m-value 60.0 s: 0.401
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 5/21/2021