Summary for Test 2022-01-12-66-4

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215126
DEA: 010G33U4
EFIS: 0120000002
DIST-CO-RTE-PM01-LAK-20-5.1/6.3
Award Date11/19/2020
Closeout Date10/07/2022
Work DescriptionWiden shoulders and replace bridge with box culvert.
Location DescriptionLAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
QA Service Level1 (Verified on 08/26/2020)

Sample Information

Sample Taken Date01/12/2022 Sample Unique Key66
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 testing02/25/2022
Sample typeAcceptance A brief description of the sampleBinder
The quantity of what the sample constitutes2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byKATHRINE Last name of sampler or witnessed byPERRIN
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number005775
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite Construction
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-12-66
DIME Test ID: 2022-01-12-66-4
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: 2022-03-02

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 02/28/2022
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 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: 955.0 mN
Beam deflection 60.0 s: 1.757 µm
Measured Stiffness Modulus 60.0 s: 43.800 mPa
Estimated Stiffness Modulus 60.0 s: 43.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.426
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 3/2/2022