Summary for Test 2021-05-13-22-6

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Award Date07/28/2020
Closeout DateNot set
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date05/13/2021 Sample Unique Key22
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 testing05/21/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byE Last name of sampler or witnessed byChavez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek - Shaw Pit Facility Transportation Laboratory (TL) Numberc765847
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 number
Sublot number Tank number
Time of sample HMA SupplierHat Creek - Shaw
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-05-13-22
DIME Test ID: 2021-05-13-22-6
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: 2021-05-28

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/27/2021
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: 993.0 mN
Beam deflection 60.0 s: 0.592 µm
Measured Stiffness Modulus 60.0 s: 135.000 mPa
Estimated Stiffness Modulus 60.0 s: 135.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.340
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 5/28/2021