A2 - SOW Attachments SAW Bridge.pdf
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- Attached to
- Under Bridge Inspection Truck Service
- Solicitation number
- W912PM24Q0007
About this file
This document outlines the scope of work for under bridge inspection services for five vehicle bridges located in North Carolina and Virginia. The bridges include intake tower access bridges at the B. Everett Jordan Dam, Falls Lake Dam, and W. Kerr Scott Lake, as well as access bridges at the Island Creek Pumping Station and John H. Kerr Dam spillway. Services will include providing specialized under bridge inspection equipment and performing routine and in-depth inspections of the structural components of each bridge. Inspections must be performed in accordance with American Association of State Highway and Transportation Officials standards, and records and reports submitted to the U.S. Army Corps of Engineers Wilmington District for approval.
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| File | Type | Posted |
|---|---|---|
| A21 -W912PM24Q0007.pdf |
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Attachment 1
SCOPE‐OF‐WORK, UNDERBRIDGE ACCESS EQUIPMENT & SERVICES FOR INSPECTION OF WILMINGTON
DISTRICT VEHICLE BRIDGES
B Everett Jordan Dam – Intake Tower Access Bridge 2080 Jordan Dam Road, Moncure, NC 27559 New Hope River Basin, New Hope River Basin, Chatham County, North Carolina Non‐public bridge, controlled access structure (15 miles northeast of Sanford, NC)
Bridge Span – 128’ Deck Width – 14’‐8”, travel lane is 12‐foot wide Deck Elevation – 268.5’ Normal Pool Elev. – 240.0’ (reservoir level fluctuates) Load Rating – Design load is H‐15 with 50 ton gross weight 65 tons total.
Attachment 2
Falls Lake Dam – Intake Tower Access Bridge 11399 Falls of Neuse Road, Raleigh, NC 27587 Falls Lake, Neuse River Basin, Wake County, North Carolina Non‐Public, controlled access structure.
Bridge Span – 122’ Deck Width – 14’‐8”, one 12‐foot wide travel lane Deck Elevation – 293’ Normal Pool Elev. – 264.0’ (reservoir level fluctuates) Load Rating – Design load is H‐15 with 50 ton gross weight 65 tons total.
Attachment 3
W Kerr Scott Lake Dam – Intake Tower Access Bridge 499 Reservoir Road, Wilkesboro, NC 28697 W Kerr Scott Lake Dam and Reservoir, Yadkin River, Wilkes County, North Carolina Non‐public, controlled access structure
Bridge Span – 252’ (two spans at 126’ each) Deck Width – 14’‐0”, one 12‐foot wide travel lane Deck Elevation – Dam side ‐ 1107’, Intake Tower side – 1102’ Normal Pool Elev. – 1030.0’ (reservoir level fluctuates) Load Rating – Inventory Rating – 37.8 Tons (HS‐21), Operating Rating – 63.0 Tons (HS35)
Attachment 4
Island Creek Pumping Station – Access Bridge 419 Ivy Hill Road, Clarksville, Virginia 23927 John H Kerr Dam and Reservoir, Roanoke River Basin, Mecklenburg County, North Carolina Non‐public, controlled access structure
Bridge Span – 80’ Deck Width – one 12‐foot wide travel lane Deck Elevation – Dam side ‐ 1107’, Pump Station side – 1102’ Normal Pool Elev. – 264.0’ (reservoir level fluctuates) Load Rating – Design load is HS‐18 (32 Tons) with 30% impact
Attachment 5
John H Kerr Dam – Spillway Bridge 1930 Mays Chapel Road, Boydton, VA 23917 Roanoke River Basin, Mecklenburg County, Virginia Public Bridge, Virginia State Highway 4 (near Boydton, Virginia)
Bridge Span – 22 ‐ 50‐foot long (center to center of concrete pier) over the spillway gates of the concrete portion of the dam.
Deck Width – 2 lanes, 23’‐3” clear Deck Elevation – 332.0’ Normal Pool Elev. – 302.0’ (reservoir level fluctuates) Load Rating – Inventory Rating – 0.92 HL93, Operating Rating – 1.19 HL93 Catwalk – This bridge has a catwalk underneath for inspection purposes. A snooper truck is needed for inspection of the exterior sides of the girders.
| A1_IC Intake Tower Bridge |
| A2_BEJ Intake Tower Bridge |
| A3_Falls Intake Tower Bridge |
| A4_WKS Intake Tower Bridge |
| A5_JHK Dam Highway Bridge |
File details come from the government source that posted it. Updated .