Summary for Test 2020-09-21-36-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-16.5/R21.5 |
| Award Date | 04/22/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
| Sample Taken Date | 09/21/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 09/29/2020 |
| Sample type | Department Acceptance | A brief description of the sample | #20 Test, #21(200922E) ,#22(200922E), #23(200924E) No Test |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | SPM | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CalPortland Garey Plant | Transportation Laboratory (TL) Number | 200921E |
| 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 | |
| Sublot number | 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
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DIME Sample ID: 2020-09-21-36
DIME Test ID: 2020-09-21-36-6
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: 2020-10-09
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 10/08/2020
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 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: 87.3 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.39
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 10/9/2020 ✔