Exhibit F Plans and Equipment Layout~1.pdf
PDF 825 KB Posted
- Attached to
- Research Pile Driving and Testing State and local contract opportunity
- Solicitation number
- S-73000-00011382
- Issued by
- Jackson County, Oregon
About this file
This document is an equipment footprint and layout exhibit for the SPR879 Buck Creek Bridge project, involving drilling and pile driving field tests planned for Fiscal Year 2025. The exhibit details equipment staging, placement, and spatial requirements for pile installation, load testing, and subsurface exploration activities. The preferred setup involves using one lane of traffic closure and utilizing the road shoulder for equipment positioning, with specific color-coded layouts showing placement of items such as pile driving crane, rig, staging areas, support trucks, worker tent, and exploration zones.
The document provides detailed dimensional assumptions for various equipment, including length and width measurements for items like pile driving crane, CPT truck, mud rotary drill rig, and support vehicles. The layouts are based on previous construction experiences, specifically referencing Buck Creek construction from 2017, which demonstrated that the road shoulder is flat and can accommodate equipment staging. A reference layout from Bica et al. (2012) indicates that only one instrumented test pile and four reaction piles will be installed, with specific positioning and spacing guidelines for various pile types including closed-ended pipe piles, H piles, and extra piles.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Addendum.1~2.docx | DOCX document | |
| Bid.Cover.Sheet~2.docx | DOCX document | |
| Exibit G Site Photos~1.pdf | ||
| 00011382 Preliminary Results.xlsx | XLSX spreadsheet | |
| Sample.Contract~2.docx | DOCX document | |
| Bid.Pricing.Form~4.xlsx | XLSX spreadsheet | |
| Exhibit A Scope of Work Technical Specifications~1.docx | DOCX document | |
| Invitation.To.Bid.Services.docx | DOCX document |
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Text version
Equipment footprint assumptions
Pile Installation and Load Testing: Buck Creek Bridge (preferred setup)
Pile Staging
Pile Frame
Pile Rig
Supp Truck
Supp Car
NOTE: Subsurface explorations (drilling, CPT) will be located within or immediately adjacent to the pile frame footprint.
Potential Exploration outline
Drilling and Cone Penetration Test Buck Creek (preferred setup)
Tent
Rods
Drill/CPT Rig
Supp Truck
Supp Car
NOTE: Subsurface explorations (drilling, CPT) will be located within or immediately adjacent to the pile frame footprint.
Potential Exploration outline
Mud pit
Equipment footprint assumptions
- Pile load testing at Buck Creek should be feasible with one lane of traffic closed
- Staging and construction will need to use the road shoulder
From Buck Creek construction
Pictures from Buck Creek construction in 2017 The road shoulder in the background is flat and should have allowable space for equipment and staging.
From Bica et al. 2012
Only One instrumented test pile and four reaction piles will be installed.
However, reference layout for pile test instrumentation and frame dimensions is below for reference:
| Slide Number 1 |
| Slide Number 2 |
| Slide Number 3 |
| Slide Number 4 |
| Slide Number 5 |
| Slide Number 6 |
File details come from the government source that posted it. Updated .