Summary for Test 2024-04-12-35-5
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 994857 DEA: 010H6104 EFIS: 0117000241 |
---|---|
DIST-CO-RTE-PM | 01-HUM-36-13.5/R36.1 |
Award Date | 10/31/2023 |
Closeout Date | Not set |
Work Description | COLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS. |
Location Description | HUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER |
QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
Sample Taken Date | 04/12/2024 | Sample Unique Key | 35 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/16/2024 |
Sample type | Department Acceptance | A brief description of the sample | 1 can PG 58-22 binder |
The quantity of what the sample constitutes | i can of Binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Reeves |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | 24-050 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mecer Fraser B | Transportation Laboratory (TL) Number | 827379 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
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: 2024-04-12-35
DIME Test ID: 2024-04-12-35-5
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: 2024-04-30
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 04/26/2024
Minimum test bath temperature at 240 s: -11.9 C
Maximum test bath temperature at 240 s: -12.1 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: 97.800 mPa
Estimated Stiffness Modulus 60.0 s: 97.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.398
General comments (publicly viewable) (Max 1000 characters): bbr
Test was verified on 4/30/2024 ✔