Summary for Test 2021-06-23-37-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215367
DEA: 021J4904
EFIS: 0220000084
DIST-CO-RTE-PM02-TEH-32-14.0/20.0
Award Date02/02/2021
Closeout DateNot set
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionTEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154
QA Service Level1 (Verified on 12/24/2020)

Sample Information

Sample Taken Date06/23/2021 Sample Unique Key37
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 testing08/02/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes1 OF 2 CANS From where was the sample collectedSource
First name of sampler or witnessed byDerek Last name of sampler or witnessed byPEI
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number896906
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 SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-23-37
DIME Test ID: 2021-06-23-37-5
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: 2021-08-11

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/09/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 910.0 mN
Beam deflection 60.0 s: 1.297 µm
Measured Stiffness Modulus 60.0 s: 56.600 mPa
Estimated Stiffness Modulus 60.0 s: 56.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.383
General comments (publicly viewable) (Max 1000 characters): PER 2018 STANDARD SPEIFICATIONS

Test was verified on 8/11/2021