Summary for Test 2022-04-13-52-4

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 993396
DEA: 060Y4204
EFIS: 0619000020
DIST-CO-RTE-PM06-FRE-145-0.0/20.3,26.1/33.6
Award Date12/31/2021
Closeout Date03/28/2023
Work DescriptionCONSTRUCT RUMBLE STRIPS AND TRAFFIC MONITORING STATION SYSTEMS.
Location DescriptionFRESNO COUNTY NEAR FIVE POINTS FROM ROUTE 33/5 SEPARATION TO KAMM AVENUE AND FROM MANNING AVENUE TO CHURCH AVENUE
QA Service Level1 (Verified on 11/15/2021)

Sample Information

Sample Taken Date04/13/2022 Sample Unique Key52
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 testing04/29/2022
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 byVULCAN Last name of sampler or witnessed byVULCAN
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number022752
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-04-13-52
DIME Test ID: 2022-04-13-52-4
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: 2022-05-19

Test Results


Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 05/18/2022
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 974.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 260.000 mPa
Estimated Stiffness Modulus 60.0 s: 259.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.369
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/19/2022