Summary for Test 2021-09-29-16-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215084 DEA: 100W8704 EFIS: 1017000006 |
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DIST-CO-RTE-PM | 10-CAL-4-29.0,29.2/29.4 |
Award Date | 09/23/2020 |
Closeout Date | 08/04/2022 |
Work Description | WIDEN ROADWAY, HMA RESURFACE,REPLACE CULVERTS,AND FLASHING BEACONS. |
Location Description | CALAVERAS COUNTY AT MURPHYS AT 0.2 MILE WEST OF PENNSYLVANIA GULCH ROAD AND FROM PENNSYLVANIA GULCH ROAD TO MITCHLER STREET |
QA Service Level | 1 (Verified on 08/03/2020) |
Sample Information
Sample Taken Date | 09/29/2021 | Sample Unique Key | 16 |
---|---|---|---|
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 | 10/07/2021 |
Sample type | Department Acceptance | A brief description of the sample | BINDER |
The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | KORT |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | VSS Emultech | Transportation Laboratory (TL) Number | 21AC401-6416 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | GEROGE REED | |
Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-09-29-16
DIME Test ID: 2021-09-29-16-4
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: 2021-10-22
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/20/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -5.9 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 51.3 mPa
Estimated Stiffness Modulus 60.0 s: 51.4 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.461
General comments (publicly viewable) (Max 1000 characters): 2018 per standard specification
Test was verified on 10/22/2021 ✔