Summary for Test 2021-09-29-16-4

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215084
DEA: 100W8704
EFIS: 1017000006
DIST-CO-RTE-PM10-CAL-4-29.0,29.2/29.4
Award Date09/23/2020
Closeout Date08/04/2022
Work DescriptionWIDEN ROADWAY, HMA RESURFACE,REPLACE CULVERTS,AND FLASHING BEACONS.
Location DescriptionCALAVERAS COUNTY AT MURPHYS AT 0.2 MILE WEST OF PENNSYLVANIA GULCH ROAD AND FROM PENNSYLVANIA GULCH ROAD TO MITCHLER STREET
QA Service Level1 (Verified on 08/03/2020)

Sample Information

Sample Taken Date09/29/2021 Sample Unique Key16
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 testing10/07/2021
Sample typeDepartment Acceptance A brief description of the sampleBINDER
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byKORT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech Transportation Laboratory (TL) Number21AC401-6416
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierGEROGE REED
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-29-16
DIME Test ID: 2021-09-29-16-4
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: 2021-10-22

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/20/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -5.9 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 51.3 mPa
Estimated Stiffness Modulus 60.0 s: 51.4 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.461
General comments (publicly viewable) (Max 1000 characters): 2018 per standard specification

Test was verified on 10/22/2021