Summary for Test 2023-12-12-32-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993169 DEA: 050A0904 EFIS: 0513000028 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-156-R1.4/R2.0 |
| Award Date | 12/14/2021 |
| Closeout Date | 07/31/2024 |
| Work Description | WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING. |
| Location Description | MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD |
| QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
| Sample Taken Date | 12/12/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 12/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 64-16 ARB |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | 3rd | Last name of sampler or witnessed by | Party |
| Title of sampler | National Blendng | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | National Blending Company | Transportation Laboratory (TL) Number | 332 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | San Joaquin Refining Co Inc |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number | 23_1354 |
Test Details
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DIME Sample ID: 2023-12-12-32
DIME Test ID: 2023-12-12-32-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2023-12-19
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 12/19/2023
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 73 mm
Ball Penetration (P3): 0 mm
Resilience 1: 30 %
Resilience 2: 30 %
Resilience 3: 27 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESIL
Test was verified on 12/19/2023 ✔