Summary for Test 2020-07-26-3-6

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 214250
DEA: 021H3204
EFIS: 0215000126
DIST-CO-RTE-PM02-TEH-99-12.0/12.6
Award Date10/09/2019
Closeout Date11/01/2021
Work DescriptionCONSTRUCT CURB RAMPS AND SIDEWALKS.
Location DescriptionTEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
QA Service Level1 (Verified on 07/22/2019)

Sample Information

Sample Taken Date07/26/2020 Sample Unique Key3
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 testing07/31/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 58-34M
The quantity of what the sample constitutes1 Can #1 Test (853440) From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number853440
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 numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-26-3
DIME Test ID: 2020-07-26-3-6
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: 2020-09-09

Test Results


Input Type: Calculated
Tester's full name: Justin Ellis
Date of test: 08/31/2020
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: 120.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.313
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/9/2020