Summary for Test 2021-09-02-34-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215414
DEA: 101J2104
EFIS: 1018000144
DIST-CO-RTE-PM10-SJ-99-9.4/15.0
Award Date02/23/2021
Closeout Date08/26/2022
Work DescriptionPLACE RHMA, COLD PLANE ASPHALT CONCRETE, TRAFFIC STRIPING.
Location DescriptionSAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE NORTH OF LATHROP ROAD OVERCROSSING TO 0.3 MILE NORTH OF ARCH ROAD UNDERCROSSING
QA Service Level1 (Verified on 02/01/2021)

Sample Information

Sample Taken Date09/02/2021 Sample Unique Key34
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 testing09/10/2021
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 can From where was the sample collectedSupplier
First name of sampler or witnessed byM Last name of sampler or witnessed byCozad
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number035018
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 number1
Sublot number11 Tank number
Time of sample HMA SupplierTEICHERT VERNALIS
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-09-02-34
DIME Test ID: 2021-09-02-34-5
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: 2021-10-01

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/28/2021
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: 986.0 mN
Beam deflection 60.0 s: 0.924 µm
Measured Stiffness Modulus 60.0 s: 86.000 mPa
Estimated Stiffness Modulus 60.0 s: 85.900 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.407
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 10/1/2021