Summary for Test 2023-10-27-32-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 994534 DEA: 010H1604 EFIS: 0117000117 |
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DIST-CO-RTE-PM | 01-MEN-101-R33.7/R43.2 |
Award Date | 05/04/2023 |
Closeout Date | Not set |
Work Description | REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER. |
Location Description | MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE |
QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
Sample Taken Date | 10/27/2023 | Sample Unique Key | 32 |
---|---|---|---|
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 | 10/31/2023 |
Sample type | Department Acceptance | A brief description of the sample | pg 64-16 |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | riley | Last name of sampler or witnessed by | melvin |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | 23-317 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 033186 |
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 | No | Lot number | 2 |
Sublot number | 5 | Tank number | 50 tons |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-10-27-32
DIME Test ID: 2023-10-27-32-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2023-11-15
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 11/15/2023
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: 0.0 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: 77.300 mPa
Estimated Stiffness Modulus 60.0 s: 77.200 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.393
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/15/2023 ✔