Summary for Test 2022-05-04-24-4

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 993507
DEA: 061C3904
EFIS: 0621000164
DIST-CO-RTE-PM06-TUL-198-26.7/33.2
Award Date03/08/2022
Closeout Date07/27/2022
Work DescriptionAPPLY GAP GRADED RHMA.
Location DescriptionTULARE COUNTY IN AND NEAR LEMON COVE FROM 0.2 MILE EAST OF AVENUE 324 TO 0.3 MILE WEST OF HORSE CREEK ROAD
QA Service Level1 (Verified on 01/31/2022)

Sample Information

Sample Taken Date05/04/2022 Sample Unique Key24
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 testing05/10/2022
Sample typeAcceptance A brief description of the sampleASPHALT BINDER
The quantity of what the sample constitutes1 CAN From where was the sample collectedOther
First name of sampler or witnessed byDEER Last name of sampler or witnessed byCREEK
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameALBINA ASPHALT CA Transportation Laboratory (TL) NumberC772548
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierDEER CREEK ROCK & ASPHALT
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-04-24
DIME Test ID: 2022-05-04-24-4
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: 2022-05-31

Test Results


Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 05/25/2022
Minimum test bath temperature at 240 s: -0.1 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 36.000 mPa
Estimated Stiffness Modulus 60.0 s: 36.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.427
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 5/31/2022