Summary for Test 2022-08-09-47-4

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 993576
DEA: 09389604
EFIS: 0921000043
DIST-CO-RTE-PM09-MNO,INY-6,168-0.8/4.9,30.0/33.5
Award Date04/25/2022
Closeout Date11/01/2022
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location DescriptionMONO AND INYO COUNTIES ON ROUTE 6 NEAR CHALFANT FROM 2.5 MILES WEST OF CHALFANT LOOP ROAD TO 0.2 MILE EAST OF BROWN SUBDIVISION ROAD AND ON ROUTE 168 ABOUT 12 MILES EAST OF BIG PINE FROM 1.3 MILES WEST TO 1.7 MILES EAST OF WHITE MOUNTAIN ROAD
QA Service Level1 (Verified on 02/21/2022)

Sample Information

Sample Taken Date08/09/2022 Sample Unique Key47
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 testing08/29/2022
Sample typeDepartment Acceptance A brief description of the samplePG 64-28M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byGranite Last name of sampler or witnessed by_
Title of samplerOiler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bishop Transportation Laboratory (TL) Number999883
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes 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: 2022-08-09-47
DIME Test ID: 2022-08-09-47-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-09-14

Test Results


Input Type: Measured
Tester's full name: Chan Lee
Date of test: 09/09/2022
Minimum test bath temperature at 240 s: -18.1 C
Maximum test bath temperature at 240 s: -17.9 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: 124.000 mPa
Estimated Stiffness Modulus 60.0 s: 124.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.365
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 9/14/2022