Summary for Test 2021-06-26-4-6
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
---|---|
DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
Award Date | 02/02/2021 |
Closeout Date | 09/27/2021 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
Sample Taken Date | 06/26/2021 | Sample Unique Key | 4 |
---|---|---|---|
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 | 07/06/2021 |
Sample type | Acceptance | A brief description of the sample | PG58-34M |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Ownes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
---|---|---|---|
Modified | Yes | 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 | Not set |
Test Details
DIME Sample ID: 2021-06-26-4
DIME Test ID: 2021-06-26-4-6
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: 2021-07-15
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/15/2021
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 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: 939.0 mN
Beam deflection 60.0 s: 0.651 µm
Measured Stiffness Modulus 60.0 s: 116.000 mPa
Estimated Stiffness Modulus 60.0 s: 117.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.301
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/15/2021 ✔