Summary for Test 2020-08-04-18-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214777 DEA: 100H5604 EFIS: 1013000148 |
---|---|
DIST-CO-RTE-PM | 10-SJ-26-13.1/R13.8 |
Award Date | 04/22/2020 |
Closeout Date | 12/07/2020 |
Work Description | SJ26 WIDENING |
Location Description | SAN JOAQUIN COUNTY NEAR LINDEN FROM 0.5 MILE EAST OF FINE ROAD TO 1.3 MILES WEST OF ESCALON-BELLOTA ROAD |
QA Service Level | 1 (Verified on 03/30/2020) |
Sample Information
Sample Taken Date | 08/04/2020 | Sample Unique Key | 18 |
---|---|---|---|
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 | 08/07/2020 |
Sample type | Acceptance | A brief description of the sample | PG 64-16 #1 test |
The quantity of what the sample constitutes | 1 can,each #1test,#2(033961-2), #3(034759), #4(034761) No test | From where was the sample collected | Source |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | dehoff |
Title of sampler | inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Western Refining-marathon elk grove | Transportation Laboratory (TL) Number | 033961-1 |
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 | 1 |
Sublot number | 2 | Tank number | Not set |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Not set | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-04-18
DIME Test ID: 2020-08-04-18-4
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: 2020-09-21
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/11/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 74.300 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.396
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/21/2020 ✔