Summary for Test 2022-04-29-25-4

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 993427
DEA: 061C4004
EFIS: 0621000165
DIST-CO-RTE-PM06-TUL-198,245-37.5/41.3,6.0/8.1
Award Date01/28/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT, HMA (TYPE A), SLURRY SEAL, AND STRIPING.
Location DescriptionTULARE COUNTY NEAR THREE RIVERS ON ROUTE 198 FROM 0.3 MILE EAST OF THREE RIVERS DRIVE TO ROAD TO SAINT ANTHONY AND IN WOODLAKE ON ROUTE 245 FROM SAINT JOHNS RIVER TO CAJON AVENUE
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date04/29/2022 Sample Unique Key25
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 testing05/04/2022
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 byEric Last name of sampler or witnessed bySchmieres
Title of samplerqc Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number772546
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierPorterville Asphalt
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2022-04-29-25
DIME Test ID: 2022-04-29-25-4
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: 2022-05-13

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 05/13/2022
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.1 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: 991.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 160.000 mPa
Estimated Stiffness Modulus 60.0 s: 160.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.469
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2022