Summary for Test 2021-08-23-27-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215530 DEA: 051N1704 EFIS: 0520000136 |
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DIST-CO-RTE-PM | 05-SB-135-1.0/R7.2 |
Award Date | 04/12/2021 |
Closeout Date | 05/24/2022 |
Work Description | Construct pavement using partial depth recycling and pave with RHMA |
Location Description | CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/16/2021) |
Sample Information
Sample Taken Date | 08/23/2021 | Sample Unique Key | 27 |
---|---|---|---|
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 testing | 08/31/2021 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder PG 64-10 |
The quantity of what the sample constitutes | 2 cans - load 1 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Alvarez |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction | Transportation Laboratory (TL) Number | 023703 copy |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
Modified | No | Lot number | 3 |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | Granite Construction | |
Certified Asphalt Supplier | Valero Marketing & Supply - Wilmington CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-23-27
DIME Test ID: 2021-08-23-27-5
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: 2021-09-13
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/08/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 38.100 mPa
Estimated Stiffness Modulus 60.0 s: 37.900 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.377
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/13/2021 ✔