3515R08 - Appendix F - List of Bridges to be Instrumented and Monitored 11.16.16.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- Instrumentation and Monitoring of PA Bridges
- Solicitation number
- 3515R08
- Issued by
- Allegheny County, Brodheadsville CDP, Pennsylvania
About this file
The document is an Appendix from the Pennsylvania Department of Transportation (PennDOT) that provides a list of bridges to be instrumented and monitored under a contract opportunity. The bridges are located in various counties across Pennsylvania and include steel, concrete, and masonry structures. The instrumentation and monitoring efforts will assess structural response, detect cracks and movement, and provide notifications of impacts and other issues. The duration of the instrumentation ranges from 2 weeks to 3 years, with monthly and final reporting required. The contract requires the installation of structural response gauges and temperature gauges, as well as potential load testing. Contractors must adhere to working hour limitations, ensure AC power is available, and coordinate electric billing responsibilities with PennDOT.
Pricing details are not provided, but the contract indicates the need for rehabilitation and retrofit strategies to be evaluated, such as making decks composite with prestressed box beams. The document does not mention any set-asides, incumbents, or specific funding sources. However, it does provide bridge-specific information such as bridge IDs, names, types, locations, features, condition assessments, and performance criteria.
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Table 1
| Bridge ID | Bridge Name | Type of Bridge | Location | Feature Carried | Feature Intersected | Duration of Instrumentation | Condition to be Assessed | Minimum Flaw Detection Size, trigger notification, change in value | Engineering Reporting Frequency | Minimum number of Structural Response Gauges * | Load Testing required? | Is Lead Paint present? | Working Hour limitations? | AC Power Available? | Who pays electric bill? | |
| On demand | 2 days | Structural response of heat straightened girder versus non impacted girder | 1 mil ± 2 ksi | One report | 10 | |||||||||||
| 02007906500000 | Neville Island Bridge | Steel, Arch - thru | Neville Island (Alleghany County) | Raymond P Shafe HW | CSX RR, NS RR, | |||||||||||
| Ohio River | 2 months | Monitoring major structures for out-of-plane bending, crack length, and notification of barge collisions and other impacts | 1 mil ± 2 ksi 0.1g acceleration | Monthly + Final Report | 76 | Yes | potentially | weekdays: 9am – 3pm and 10 pm-6am. Weekends: 10pm –noon dependent on events | Yes for roadway, sign, and navigation lighting | All paid for by PennDOT | ||||||
| 02208500100586 | Birmingham Bridge | Steel, Arch - thru | Birmingham (Alleghany County) | Birmingham Bridge | Mon River, CSX RR | 2 months | Monitoring major structures for unique issues, such as out-of-plane bending, cracking and longitudinal movement | 1 mil ± 2 ksi | Monthly + Final Report | 40 | Yes | No | weekdays: 9am – 3pm and 10 pm-6am. Weekends: 10pm –noon dependent on events | Yes for roadway, sign, and navigation lighting | Sign and navigation lighting paid for by PennDOT, rdwy paid for by municipality | |
| 02005101100000 | Elizabeth Bridge | Steel, Truss - thru | over Mon River (Alleghany County) | Eliz. Br SR51 | SR837 2001 CSX | |||||||||||
| NS Mon River | 2 months | Monitoring major structures for broken wires, redistribution of loads, and notification of barge collisions and other impacts | 1 mil ± 2 ksi 0.1g acceleration | Monthly + Final Report | 98 | Yes | potentially | weekdays: 9am – 3pm and 10 pm-6am. Weekends: 10pm –noon dependent on events | Yes for roadway, sign, and navigation lighting | Sign and navigation lighting paid for by PennDOT, rdwy paid for by municipality | ||||||
| 02302700200000 | Smithfield St. Bridge | Steel, Truss - thru | Smithfield St. (Alleghany County) | Smithfield St. | Mon River, CSX RR | 3 years | Monitor bridges for racking, capacity, and the potential for notification of barge collisions and other impacts | 1/16” movement 0.1g acceleration | Monthly + Final Report | 39 | Yes (Annually) | No | weekdays: 9am – 3pm and 10 pm-6am. Weekends: 10pm –noon dependent on events | Yes for roadway, sign, and navigation lighting | Sign and navigation lighting paid for by PennDOT, rdwy paid for by municipality | |
| 02203800100140 | Clairton-Glassport Bridge | Steel, I-welded beams | Clairton (Alleghany County) | Clairton-Glassport Bridge | Over NSRC, CSX, URR | 3 years | Monitor bridges with the potential for notification of barge collisions and other impacts | 1/16” movement 0.1g acceleration | Monthly | 56 | No | potentially | weekdays: 9am – 3pm and 10 pm-6am. Weekends: 10pm –noon dependent on events | Yes for roadway, sign, and navigation lighting | Sign and navigation lighting paid for by PennDOT, rdwy paid for by municipality | |
| 04016802600000 | Shippingport Bridge | Steel, Truss - thru | Shippingport (Beaver County) | Shippingport- Hi Rd | N/S RR, Service Rd, Ohio River | 3 years | Monitor bridges with the potential for notification of barge collisions and other impacts | 1/16” movement 0.1g acceleration | Monthly | 96 | No | No | weekdays: 9am – 3pm and 10 pm-6am. Weekends: 10pm –noon dependent on events | Yes for roadway, sign, and navigation lighting | Sign and navigation lighting paid for by PennDOT, rdwy paid for by municipality | |
| 05300100800000 | 2 miles north of Cooks Mills | P/S, Box beam - adj | 2 miles north of Cooks Mills (Bedford County) | T654 Creek Road | Wills Creek | 2 years | Evaluate the performance of rehabilitation/retrofit strategies such as making decks composite with prestressed box beams | + 200 psi | Monthly + Final Report | 10 | Yes (Annually) | No | None | None | ||
| 29200400400000 | 1.34 miles east from PA 655 | P/S, Box beam - adj | 1.34 miles east from PA 655 | |||||||||||||
| (Fulton County) | SR 2004 | Tonoloway Creek | 2 weeks | Evaluate the performance of rehabilitation/retrofit strategies such as making decks composite with prestressed box beams | + 200 psi | Final Report | 10 | Yes | No | None | None | |||||
| 55301400500509 | 1.85 miles east from PA 653 | P/S, Box beam - adj | 1.85 miles east from PA 653 | |||||||||||||
| (Somerset County) | SR 3014 | Laurel Hill Creek | 2 weeks | Evaluate the performance of rehabilitation/retrofit strategies such as making decks composite with prestressed box beams | + 200 psi | Final Report | 30 | Yes | No | None | None | |||||
| 22008304200000 | (JOHN HARRIS) SOUTH BRIDGE; I-83 | Steel Girder-Floorbeam | JOHN HARRIS BRIDGE; I-83 (Dauphin County) | SR 0083; I-83 | SUSQ.RIVER;R.R.LOWTHER | 3 years | Fatigue Retrofit | 1 mil ± 2 ksi | Monthly + Final Report | 95 | Yes (Annually) | No | Monday -Thursdays 9am -2pm & 9pm -6 am. Sunday daylight - noon. No closures for the weekends of Easter, Memorial Day, Independence Day, Labor day, Thanksgiving and Christmas/ New year. | Yes for roadway, sign, and navigation lighting. Power outlets not hooked up, it can be reestablished. | All paid for by PennDOT | |
| 15008205920385 | Wyebrooke 11A09 (3360-A5) | Steel, I-Beams | 1 mi. to Wyebrooke (Chester County) | Manor Road | East BR Brandywine Creek | 6 months | Performance of non-composite steel beams | 1 mil ± 2 ksi | Monthly + Final Report | 42 | Yes | None | Overhead lines nearby, not sure if can tie in | |||
| 46403103141676 | Sanatoga 12A11/3139C1 | Closed Spandrel Stone Masonry Arch | Sanatoga (Montgomery County) | Ridge Pike | Sprogels Run | 3 years | Stone masonry arch ring or wall movement (1/2 threshold in Pub 238) and scour | 1/16” movement | Monthly + Final Report | 12 | No | No | None | Yes, private billboard, but not sure if can tie in | ||
| * In addition to the structural response gauges, provide temperature gauges as necessary |
http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=897http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=10037http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=27847http://www.dot7.state.pa.us/MPMS_IQ/Mapping?bridgeid=14257http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=1640http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=712http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=1742http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=1552http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=3593http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=4287http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=17896http://www.dot7.state.pa.us/MPMS_IQ/Default.aspx?bridgeid=31697
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