Summary for Test 2021-09-13-32-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 213337
DEA: 024F5404
EFIS: 0213000004
DIST-CO-RTE-PM02-SIS-5-R15.3/R16.5
Award Date07/30/2018
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
QA Service Level1 (Verified on 11/14/2018)

Sample Information

Sample Taken Date09/13/2021 Sample Unique Key32
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 testing09/30/2021
Sample typeAcceptance A brief description of the sample58-34M
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Numberc815604
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierJF SHEA FAWNDALE
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-09-13-32
DIME Test ID: 2021-09-13-32-5
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: 2021-10-12

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 10/11/2021
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 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: 951.0 mN
Beam deflection 60.0 s: 0.804 µm
Measured Stiffness Modulus 60.0 s: 95.400 mPa
Estimated Stiffness Modulus 60.0 s: 95.300 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.332
General comments (publicly viewable) (Max 1000 characters): BBR per 2018standard specifications

Test was verified on 10/12/2021