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August 31, 2026
Mr. John Thierwechter, Assistant County Administrator
Franklin County Commissioners
272 North Second Street
Chambersburg, Pennsylvania 17201
Re: 2026 Inspection of Small Bridges
Dear Mr. Thierwechter:
This document will serve as confirmation for a request for services under the existing Retainer Agreement
dated March 31, 2021, for Consulting Services with Franklin County Board of Commissioners. The Scope of
Services, Schedule and Compensation for this project are based on information included with the request.
GENERAL PROJECT DESCRIPTION
Franklin County owns 14 “Small Bridges” located throughout the County. A “Small Bridge” is defined as a
bridge that has a span length of 8 to 20 feet. PennDOT has determined that a 4-year (48 months) inspection
cycle is an appropriate routine bridge inspection cycle for bridges in this category. The County bridges of
this category were last inspected in 2020 by C.S. Davidson, Inc. Therefore, based on the appropriate
inspection frequency for these bridges, inspections are needed. HRG is providing the following scope of
service for the 2026 inspection cycle. As part of these inspections, PennDOT also recommends that all
bridges be entered into the PennDOT Bridge Management System 3 (BMS3) with an accompanying load
rating analysis. Accordingly, any bridge not having a current load rating analysis should have one completed.
The 14 bridges included are the following:
Bridge No. 6 – Edwards Avenue over Falling Spring Branch – Guilford Township
Elliptical concrete pipe culvert
Bridge No. 9 – Coldspring Road over Cold Spring Run – Greene Township
Single span concrete slab bridge
Bridge No. 13 – Springview Drive over Falling Spring Branch – Guilford Township
Single span stone masonry arch bridge
Bridge No. 14 – Garman Drive over Tributary Falling Spring Branch – Guilford Township
Two cell corrugated metal pipe culvert
Bridge No. 16 – Franklin Farm Lane over Tributary Falling Spring Branch – Guilford Township
Single span non-composite adjacent box beam bridge
Bridge No. 38 – Barnes Road over Back Creek – St. Thomas Township
Single span stone masonry arch bridge
Bridge No. 62 – Ebenezer Road over Tributary to Conodoguinet Creek – Lurgan Township
Corrugated Metal Pipe culvert
Bridge No. 68 – Clover Hill Road over Laughlin Run – Lurgan Township
Single span precast concrete double T-beam bridge
Franklin County
2026 Inspections of Small Bridges
August 31, 2026
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Bridge No. 77 – Orphanage Road over West Branch Antietam Creek – Quincy Township
Single span concrete slab bridge
Bridge No. 82 – Hoffman Road over Tributary to Conococheague Creek – Antrim Township
Concrete pipe culvert
Bridge No. 84 – Shinham Road over Tributary of Muddy Run – Antrim Township
Single span precast reinforced concrete box culvert
Bridge No. 84A – Shinham Road over Muddy Run – Antrim Township
Single span precast reinforced concrete box culvert
Bridge No. 123 – Claylick Road over Tributary to Licking Creek – Montgomery Township
Single span precast concrete double T-beam bridge
Bridge No. 126 – Garnes Road over Tributary to Licking Creek – Montgomery Township
Single span Steel I-beam bridge
SCOPE OF SERVICES – REFER TO EXHIBIT 1
COMPENSATION
We propose to complete this work, identified in Exhibit 1, for a Lump Sum fee per unit of work, inclusive of
expenses, as follows:
Item Lump Sum Unit
Price Estimated # of Units Estimated Total Cost
Bridge Inspection $1,735.00 14 $24,290.00
Load Rating Analysis
(estimated) $1,725.00 6 $10,350.00
Engineering Judgment
Rating (estimated) $640.00 14 $8,960.00
We estimate the not to exceed fee to be $43,600.00.
Our policy is to render invoices monthly based on the Units completed.
COMPLETION
The CLIENT and HRG agree that they will endeavor to complete the outlined services within 4 months of
receipt of your execution of this AGREEMENT.
AUTHORIZATION
We have developed this AGREEMENT specifically with your project needs in mind. To execute this
AGREEMENT and indicate your acceptance of these terms, and authorize the work to begin, please sign the
CLIENT acceptance below and return a copy to our office.
This AGREEMENT and all attachments constitute an offer to enter into a contract with you. By having an
authorized individual execute this AGREEMENT, you agree that you have read and understand this proposed
AGREEMENT and all of its attached Exhibits and that you agree to all of the terms.
This AGREEMENT shall remain open and may be accepted by the CLIENT for thirty (30) days from the above
date. Acceptance of the AGREEMENT after the end of the 30-day period shall be valid only if HRG elects,
in writing, to reaffirm the AGREEMENT and waive its right to reevaluate and resubmit the AGREEMENT.
Franklin County
2026 Inspections of Small Bridges
August 31, 2026
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If you have any questions concerning our AGREEMENT, including the attached exhibits, please feel free to
contact me to discuss them in greater detail. We appreciate the opportunity to provide you with professional
services in this capacity and look forward to working with you on this project.
Very truly yours,
Herbert, Rowland & Grubic, Inc.
Daniel F. Long, PE
Team Leader | Transportation
DFL/kjt/jmc
005305.0438
P:\0053\005305_0438\Admin\Control\Proposal\2026\2026.08.31 Small Bridge Inspections.docx
Enclosures
Accepted by:
CLIENT TITLE DATE
The parties acknowledge and agree that this document is public and subject to the Pennsylvania Right to Know
Law.
Franklin County
2026 Inspections of Small Bridges
August 31, 2026
Page 4 of 5
EXHIBIT 1
SCOPE OF SERVICES
In order to meet your needs as outlined in the above paragraph, HRG proposes the following scope of
services:
Phase 1 – Bridge Inspection
PennDOT Coordination – HRG will coordinate with PennDOT to determine which bridges are
currently in their Bridge Management System 3 (BMS3), if any. For any bridge identified that was
not in BMS3, a new bridge structure form will be completed and submitted to PennDOT. This is
required to enter the bridge inspection data into PennDOT’s BMS3.
Bridge Inspection – HRG will conduct bridge inspections in accordance with National Bridge
Inspection Standards (NBIS) and PennDOT Publication 238. The inspection will be performed by a
Certified Bridge Safety Inspector meeting the requirements of a Team Leader and a team member
A Team Leader from HRG will assist a team member from Franklin County. The inspectors will
provide a condition assessment of all components of the structure in accordance with PennDOT
Publication 100A. Soundings will be performed at each waterway opening. During the inspection,
the inspectors will also take limited measurements for any bridge that does not have existing plans.
HRG will collect the field data utilizing PennDOT’s forms and upload this data to the BMS3 system
following the inspection.
Location Map – Frankling County will create a location map for each bridge utilizing the location
map generated by BMS3. This map will be included in the inspection report.
Plan, Elevation & Typical Section – Since this is a small bridge report generated in BMS3, the plan,
elevation and typical section will not be included in the report.
Inspection Report – Franklin County will create an inspection report for each of the structures. The
report will be generated through BMS3. The report will also include a location map, BMS3 inspection
data, color photographs, , and any other required supporting data. HRG will review the report and
provide any comments to Franklin County to address. The report will be sealed by a Professional
Engineer registered in the State of Pennsylvania. Once the report is complete, it will be uploaded to
PennDOT’s BMS3 system and provided to the bridge owner.
Phase 2 – Load Rating Analysis
For any bridge that has plans available or that sufficient field information can be obtained, an analysis
rating will be performed if one does not exist or if the current one is not up to date. PennDOT’s Bridge
Analysis and Rating (BAR7) will be utilized to perform the load rating analysis. For proposal purposes it
is assumed that six (6) of the bridges will utilize this option.
Franklin County
2026 Inspections of Small Bridges
August 31, 2026
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Phase 3 – Engineering Judgement Rating
If sufficient information is not available to perform a load rating analysis, PennDOT Publication 238
requirements will be utilized to provide an engineering judgement for the load rating capacity. For
proposal purposes, it is assumed that 14 of the bridges will utilize this option.