STRUCTURAL ACCESS/RIGGING SERVICES AND MPT SERVICES FOR NBIS

INSPECTIONS OF VARIOUS STATE-OWNED STRUCTURES LOCATED IN PENNDOT

DISTRICT 1-0

Greenman-Pedersen, Inc. (GPI) has been contracted by the Pennsylvania Department of Transportation to perform NBIS bridge inspections of various state-owned structures located in PennDOT District 1-0. The inspections are scheduled to be performed at various times over the period between April 1, 2026, and December 31, 2026. GPI will require services of a contractor to provide inspection support services, rigging, and maintenance & protection of traffic (MPT) during the inspections.

GPI will receive bids from qualified Contractors electronically via the PennBid Program, until 10:00 AM (EST) Friday, February 27th, 2026. Complete bid packages may be obtained at no cost via PennBid (www.pennbid.net).

The Contractor must provide evidence of at least 10 years of experience in providing MPT and Inspection Support services on PennDOT projects of similar size and complexity for the Pennsylvania Department of Transportation and references (including contact person and phone number) from previous projects. The contractor must provide MPT in strict accordance with PennDOT Publication 213 (April 2022).

Bids will be reviewed Friday, February 27th, 2026. GPI will award the contract to the lowest responsible bidder that meets contracts specifications. GPI reserves the right to reject any or all bids deemed not in conformance with the bid requirements.

Greenman-Pedersen, Inc. (GPI).

Job No. SCR-2404076.00

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093 - Insp.

Services Requirements - PennBid.docx

REQUEST FOR INSPECTION SERVICES BIDS

INSPECTIONS OF VARIOUS STATE-OWNED STRUCTURES LOCATED IN

PENNDOT DISTRICT 1-0

GPI CONTRACT NO. SCR-2404076.00-01

BID PACKAGE

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093 - Insp.

REQUEST FOR INSPECTION SERVICES BIDS

INSPECTIONS OF VARIOUS STATE-OWNED STRUCTURES LOCATED IN

PENNDOT DISTRICT 1-0

GPI CONTRACT NO. SCR-2404076.00-01

TABLE OF CONTENTS

SCOPE OF SERVICES

GENERAL REQUIREMENTS

BID SHEET

EXHIBIT A - Bridge Location Maps, and Approach & Elevation Photos

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093 - Insp.

SCOPE OF SERVICES

Greenman-Pedersen, Inc. (GPI) has been contracted by the Pennsylvania Department of Transportation to perform NBIS bridge inspections of various state-owned structures located in PennDOT District 1-0. The inspections are scheduled to be performed at various times over the period between April 1, 2026, and December 31, 2026. GPI will require services of a contractor to provide inspection support services, rigging, and maintenance & protection of traffic (MPT) during the inspections.

GPI will receive bids from qualified Contractors electronically via the PennBid Program, until 10:00 AM (EST) Friday, February 27th, 2026. Complete bid packages may be obtained at no cost via PennBid (www.pennbid.net).

The Contractor must provide evidence of at least 10 years of experience in providing MPT and Inspection Support services on PennDOT projects of similar size and complexity for the Pennsylvania Department of Transportation and references (including contact person and phone number) from previous projects. The contractor must provide MPT in strict accordance with PennDOT Publication 213 (April 2022) and make available the following equipment in good working order along with properly trained, competent, equipment operators:

- 60’ under-bridge inspection crane with two rotating turrets, three-person minimum capacity bucket, power supply to the bucket, 60’ minimum horizontal and vertical reach, driver and operator. All cranes and operator qualifications must meet current ANSI/SAIA A92 Standards.

- Bucket truck with 45’ maximum vertical reach with articulating boom.

- Tool (Equipment) Truck with generators, ladders etc. for structural access operations.

- Shadow vehicle(s) as required per Publication 213

- Traffic control (MPT) consisting of warning signs, flags, cones, two-way radios and flagmen in accordance with PennDOT Publication 213.

Bids will be reviewed Friday, February 27th, 2026. GPI will award the contract to the lowest responsible bidder that meets contracts specifications. GPI reserves the right to reject any or all bids deemed not in conformance with the bid requirements.

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093 - Insp.

GENERAL REQUIREMENTS

1. GPI reserves the right to increase or decrease quantities. The number of days listed for each equipment and/or service is the maximum number of days anticipated. Payment will be made for actual days that services are provided.

2. The Contractor will not be reimbursed until GPI is reimbursed by the Client.

3. Invoices must show a price breakdown for individual bridge inspection equipment, traffic control (MPT), etc., subtotals for the bridge, and total amount of invoice.

4. The Contractor will be given a monthly inspection schedule of required equipment, etc., approximately 30 days prior to the intended starting date for the bridges due to be inspected that month. The bridges must be inspected during the months specified.

5. Equipment provided by the contractor must be in good working condition, including traffic control equipment (arrow boards). Signs and all traffic control equipment must be in like-new condition as specified by PennDOT.

6. All under-bridge inspection crane units (snoopers) must meet current ANSI/SAIA A92

Standards. Large inspection cranes (as specified on bid list) must have a minimum 60’ horizontal under-bridge reach capability.

Note – The Contractor must provide the manufacturer and model of the under-bridge inspection crane(s) to be used during inspections. The Contractor must also provide crane safety inspection documentation (as required by manufacturer and completed by crane owner) with the bid submittal. Annual crane inspections should be performed by manufacturer personnel or by personnel certified by the manufacturer to complete annual inspections. The inspection cranes must be approved by GPI prior to inspection.

7. Prompt erection of traffic control devices is of the utmost importance. The following requirements must be adhered to.

a. All crew members must be on the jobsite eight (8) hours per day plus lunch, unless directed otherwise by GPI representatives. Costs for subsistence or lodging, or any travel time required to support an 8-hour working day are to be included in the equipment and traffic control price per day. Cooperation between GPI and the Contractor is essential to successful completion of the project.

b. Traffic control (MPT) for bridges must be in place within 1/4 hour of the starting time of the GPI Inspection Team. Starting times will be provided by GPI.

8. The Contractor is required to provide all traffic control (MPT) materials which are necessary for the various traffic control schemes required for this project.

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093 - Insp.

Services Requirements - PennBid.docx

The following minimum number of vehicles should be anticipated:

1) Under-bridge crane and/or Bucket Truck, as specified

2) Shadow Vehicle as per Publication 213 General Notes, Section F

3) 1 equipment truck with flashing yellow light

Items 2) and 3), and any other vehicles required by the Contractor for traffic control, are included in the daily cost for inspection crews.

Additional Shadow Vehicles are required as per Publication 213 General Notes, Section

F for lane restrictions on Freeways or Expressways as defined by Publication 213. The price for the daily cost of an additional Shadow vehicle should include 1 individual.

9. The following equipment is to be provided by the contractor and be on the job site each day, in addition to signs, arrow boards, etc. required for traffic control (MPT).

- 32 ft. extension ladder, 40 ft. extension ladder (if necessary)

- 2-way radios

- Chain saw – contractor must remove all trees as required to permit access

10. The daily cost for Traffic Control (MPT) should include a minimum traffic control crew of 3 individuals, in addition to the under-bridge crane driver, bucket truck driver, or shadow truck driver(s). The crane basket operator is included with the minimum 3 individuals required for the traffic control. All job foremen must be approved by GPI prior to all inspections.

11. An equipment truck should include two individuals and the items listed at General

Requirement No. 9. All necessary equipment is expected to be on site regardless if an equipment truck is specified for the bridge

12. 45’ Vertical Reach Articulating Telescopic Bucket Truck - The 45' bucket truck must have (2) articulating booms and have telescopic capabilities similar to an Altec model TA45M. The bucket truck must be approved by GPI prior to awarding contract to the successful bidder.

13. All traffic control must be provided in strict accordance with current PennDOT

Publication 213. Failure to conduct traffic control in strict accordance with Publication 213 will result in immediate termination of the Contract. Failure to completely comply with the General Requirements also may result in termination of the contract.

14. Contractors can submit alternate methods of inspection access. All alternate methods must be approved by GPI.

15. The contract will be awarded in its entirety to one contractor.

Rigging Company

LOCATION DESCRIPTION QUANTITY UNIT PRICE TOTAL

1 SR 427 Large Insp. Crane 1.0 Day @ $ / Day = $

OVER SUGAR CREEK MPT- PATA 106 (top) 1.0 Day @ $ / Day = $

60-0427-0030-0323

BRKY 33758

April-26

2 SR 3009, STONE CHURCH RD 45' Bucket Truck 1.0 Day @ $ / Day = $

OVER SR 80, EB/WB MPT- PATA 402 (under) 1.0 Day @ $ / Day = $

60-3009-0020-0927

BRKY 33808

April-26

3 SR 8 NB, R C FRAME HIGHWAY 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER PA 308 MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

60-0008-0200-0000 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 33647

May-26

(To be completed with BRKY 33648)

4 SR 8 SB, R C FRAME HIGHWAY 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER PA 308 MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

60-0008-0201-0000 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 33648

May-26

(To be completed with BRKY 33647)

5 SR 3013, PECAN HILL Large Insp. Crane 1.0 Day @ $ / Day = $

OVER T-380, SANDY CREEK MPT- PATA 106 (top) 1.0 Day @ $ / Day = $

60-3013-0180-0000

BRKY 44276

May-26

6 SR 90, EB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 8, WATTSBURG RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

25-0090-0290-1801 MPT- PATA 126 (under) 0.5 Day @ $ / Day = $

BRKY 16071

August-26

(To be completed with BRKY 16073)

PENNSYLVANIA DEPARTMENT OF TRANSPORATION

Bid Sheet

CONTRACT SCR-2404076.00-01

STATE BRIDGES

NBIS INSPECTIONS - DISTRICT 1-0

Note: The Bid Form is included with the Bidding Documents for Reference. Bidders shall complete the electronic bid form within PennBid (“Prepare Your Submission” tab), inclusive of all pricing items and required supporting documents as identified.

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093_Insp. Services - Bid_Sheets - PennBid.xlsx

LOCATION DESCRIPTION QUANTITY UNIT PRICE TOTAL

PENNSYLVANIA DEPARTMENT OF TRANSPORATION

Bid Sheet

CONTRACT SCR-2404076.00-01

STATE BRIDGES

NBIS INSPECTIONS - DISTRICT 1-0

Note: The Bid Form is included with the Bidding Documents for Reference. Bidders shall complete the electronic bid form within PennBid (“Prepare Your Submission” tab), inclusive of all pricing items and required supporting documents as identified.

7 SR 90, WB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 8, WATTSBURG RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

25-0090-0291-1769 MPT- PATA 126 (under) 0.5 Day @ $ / Day = $

BRKY 16073

August-26

(To be completed with BRKY 16071)

8 SR 90, EB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER T-666, ROHL RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

25-0090-0360-0054 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 16089

August-26

(To be completed with BRKY 16092)

9 SR 90, WB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER T-666, ROHL RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

25-0090-0361-0213 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 16092

August-26

(To be completed with BRKY 16089)

10 SR 90, EB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 426, FINDLEY LAKE RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

25-0090-0420-0665 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 16103

August-26

(To be completed with BRKY 16104)

11 SR 90, WB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 426, FINDLEY LAKE RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

25-0090-0421-0650 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 16104

August-26

(To be completed with BRKY 16103)

12 SR 3007, COBHAM STA Large Insp. Crane 1.0 Day @ $ / Day = $

OVER BROKENSTRAW CREEK MPT- PATA 106 (top) 1.0 Day @ $ / Day = $

61-3007-0280-1843

BRKY 34161

September-26

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093_Insp. Services - Bid_Sheets - PennBid.xlsx

LOCATION DESCRIPTION QUANTITY UNIT PRICE TOTAL

PENNSYLVANIA DEPARTMENT OF TRANSPORATION

Bid Sheet

CONTRACT SCR-2404076.00-01

STATE BRIDGES

NBIS INSPECTIONS - DISTRICT 1-0

Note: The Bid Form is included with the Bidding Documents for Reference. Bidders shall complete the electronic bid form within PennBid (“Prepare Your Submission” tab), inclusive of all pricing items and required supporting documents as identified.

13 SR 79, NB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 102 MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

20-0079-1494-0000 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 13001

October-26

(To be completed with BRKY 13003)

14 SR 79, SB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 102 MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

20-0079-1495-0000 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 13003

October-26

(To be completed with BRKY 13001)

15 SR 79, NB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER T-841, CENTER RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

20-0079-1600-1481 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 13020

October-26

(To be completed with BRKY 13021)

16 SR 79, SB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER T-841, CENTER RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

20-0079-1601-1454 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 13021

October-26

(To be completed with BRKY 13020)

17 SR 79, NB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 1008, IRISH RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

20-0079-1620-1955 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 13024

October-26

(To be completed with BRKY 13025)

18 SR 79, SB 45' Bucket Truck 0.5 Day @ $ / Day = $

OVER SR 1008, IRISH RD MPT- PATA 402 (top) 0.5 Day @ $ / Day = $

20-0079-1621-1936 MPT- PATA 106 (under) 0.5 Day @ $ / Day = $

BRKY 13025

October-26

(To be completed with BRKY 13024)

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093_Insp. Services - Bid_Sheets - PennBid.xlsx

LOCATION DESCRIPTION QUANTITY UNIT PRICE TOTAL

PENNSYLVANIA DEPARTMENT OF TRANSPORATION

Bid Sheet

CONTRACT SCR-2404076.00-01

STATE BRIDGES

NBIS INSPECTIONS - DISTRICT 1-0

Note: The Bid Form is included with the Bidding Documents for Reference. Bidders shall complete the electronic bid form within PennBid (“Prepare Your Submission” tab), inclusive of all pricing items and required supporting documents as identified.

As Directed Services per Day Large Insp. Crane 2 Days @ $ / Day = $

Various Structures - 45' Bucket Truck 3 Days @ $ / Day = $

(as Required - if Needed) MPT - PATA 402 5 Days @ $ / Day = $

Sum of all Totals = $

Signature Title Date

Refer to Additional Requirements for Contract Specifications.

The contract will be awarded based on the total contract value listed below including submittal of proper Inspection Crane documentation as identified at Contract Specifications.

X:\2024\SCR-2404076.00_E06093 D1 Bridge Insp PCS\Admin\Agreements\Inspection Services\2026\PennBID\E06093_Insp. Services - Bid_Sheets - PennBid.xlsx

District 1-0 BMS 60 0427 0030 0323 Inspected by NTM Engineering on April 19, 2024

Printed: June 13, 2024

Photo 1.

Near Approach looking ahead.

Photo 2.

Far Approach looking back.

akeslar Text Box

BRKEY 33758

Photo 5.

Upstream (right) elevation.

Photo 6.

Downstream (left) elevation.

Photo 7.

Looking upstream (right).

Photo 8.

Looking downstream (left).

Location Map For

Brkey: 33758 Bridge Id: 60042700300323 Latitude: 41.460033 Longitude: -79.890661 akeslar

BMS # 60 3009 0020 0927 04-10-2024

SR 3009 (Stone Church Road) over SR 80 Eastbound and Westbound

Page 1 of 21 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

§3754, and 23 U.S.C. §409 and may not be published, released or disclosed without the written permission of the PA Department of Transportation.

Photo 1

Right Elevation, looking left.

Photo 2

Left Elevation, looking right.

akeslar

BRKEY 33808

BMS # 60 3009 0020 0927 04-10-2024

SR 3009 (Stone Church Road) over SR 80 Eastbound and Westbound

Page 2 of 21 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

Photo 3

Near approach, looking back

Photo 4

Far approach, looking back akeslar

Brkey: 33808 Bridge Id: 60300900200927 Latitude: 41.183222 Longitude: -79.778375 akeslar

BMS # 60 0008 0200 0000 05-13-2024

SR 0008 NB (R C Frame Highway) over PA 308

Page 1 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

Right elevation.

Left elevation.

BRKEY 33647

BMS # 60 0008 0200 0000 05-13-2024

SR 0008 NB (R C Frame Highway) over PA 308

Page 2 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

back.

akeslar

Brkey: 33647 Bridge Id: 60000802000000 Latitude: 41.266694 Longitude: -79.924783 akeslar

BMS # 60 0008 0201 0000 05-13-2024

SR 0008 SB (R C Frame Highway) over PA 308

Page 1 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

Left elevation.

Right elevation.

BRKEY 33648

BMS # 60 0008 0201 0000 05-13-2024

SR 0008 SB (R C Frame Highway) over PA 308

Page 2 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 33648 Bridge Id: 60000802010000 Latitude: 41.266947 Longitude: -79.924708 akeslar

DATE:BMS NUMBER:

OVER:

60-3013-0180-0000 5/10/22

T-380 / Sandy Creek

Looking Ahead Looking Back

LT Side RT Side

Continued Below...

Add Page

BRKEY 44276

BMS NUMBER: DATE:60-3013-0180-0000 5/10/22

T-380 / Sandy Creek

US LT DS RT

NAB NP01

Continued Below...

Note: Bridge Location Circled In Blue

BMS # 25 0090 0290 1801 08-08-2024

SR 90 Eastbound over SR 8 (Wattsburg Road)

Page 1 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 16071

BMS # 25 0090 0290 1801 08-08-2024

SR 90 Eastbound over SR 8 (Wattsburg Road)

Page 2 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

General view of a typical deck joint at the abutments. The deck joint over the near abutment is shown, looking left. The deck joint over the far abutment is similar.

Brkey: 16071 Bridge Id: 25009002901801 Latitude: 42.093311 Longitude: -80.005831 akeslar

25-0090-0291-1769 8/9/22

SR0008NB/SB

Left Side Right Side

Segments Ahead Segments Back

BRKEY 16073

Note: Bridge Location Circled In Blue

BRKEY 16073

BMS # 25 0090 0360 0054 08-05-2024

SR 90 Eastbound over T-666 (Rohl Road)

Page 1 of 21 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 16089

BMS # 25 0090 0360 0054 08-05-2024

SR 90 Eastbound over T-666 (Rohl Road)

Page 2 of 21 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 16089 Bridge Id: 25009003600054 Latitude: 42.149656 Longitude: -79.900586 akeslar

BMS # 25 0090 0361 0213 08-05-2024

SR 90 Westbound over T-666 (Rohl Road)

Page 1 of 18 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 16092

BMS # 25 0090 0361 0213 08-05-2024

SR 90 Westbound over T-666 (Rohl Road)

Page 2 of 18 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 16092 Bridge Id: 25009003610213 Latitude: 42.149983 Longitude: -79.900672 akeslar

BMS # 25 0090 0420 0665 08-06-2024

SR 90 Eastbound over SR 426 (Findley Lake Road)

Page 1 of 20 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

ahead and right.

akeslar

BRKEY 16103

BMS # 25 0090 0420 0665 08-06-2024

SR 90 Eastbound over SR 426 (Findley Lake Road)

Page 2 of 20 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 16103 Bridge Id: 25009004200665 Latitude: 42.204522 Longitude: -79.810203 akeslar

BMS # 25 0090 0421 0650 08-06-2024

SR 90 Westbound over SR 426 (Findley Lake Road)

Page 1 of 21 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

ahead and left.

akeslar

BRKEY 16104

BMS # 25 0090 0421 0650 08-06-2024

SR 90 Westbound over SR 426 (Findley Lake Road)

Page 2 of 21 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 16104 Bridge Id: 25009004210650 Latitude: 42.204675 Longitude: -79.810431 akeslar

61-3007-0280-1843 9/10/24

Brokenstraw Creek

Segments Ahead Segments Back

Left Side, Upstream Right Side, Downstream

BRKEY 34161

BMS NUMBER: DATE:61-3007-0280-1843 9/10/24

Brokenstraw Creek

LS, Inlet RS, Outlet

Near Abutment Far Abutment

Brkey: 34161 Bridge Id: 61300702801843 Latitude: 41.833036 Longitude: -79.382864 akeslar

BMS # 20 0079 1494 0000 10-01-2024

I-79 Northbound over SR 102 (Cussewago Road)

Page 1 of 16 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

Left elevation, looking

Right elevation, looking akeslar

BRKEY 13001

BMS # 20 0079 1494 0000 10-01-2024

I-79 Northbound over SR 102 (Cussewago Road)

Page 2 of 16 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 13001 Bridge Id: 20007914940000 Latitude: 41.652392 Longitude: -80.204644 akeslar

BMS # 20 0079 1495 0000 10-01-2024

I-79 Southbound over SR 102 (Cussewago Road)

Page 1 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 13003

BMS # 20 0079 1495 0000 10-01-2024

I-79 Southbound over SR 102 (Cussewago Road)

Page 2 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 13003 Bridge Id: 20007914950000 Latitude: 41.652575 Longitude: -80.205039 akeslar

BMS # 20 0079 1600 1481 10-02-2024

I-79 Northbound over T-841 (Center Road)

Page 1 of 18 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 13020

BMS # 20 0079 1600 1481 10-02-2024

I-79 Northbound over T-841 (Center Road)

Page 2 of 18 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 13020 Bridge Id: 20007916001481 Latitude: 41.802311 Longitude: -80.175131 akeslar

BMS # 20 0079 1601 1454 10-02-2024

I-79 Southbound over T-841 (Center Road)

Page 1 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

right akeslar

BRKEY 13021

BMS # 20 0079 1601 1454 10-02-2024

I-79 Southbound over T-841 (Center Road)

Page 2 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 13021 Bridge Id: 20007916011454 Latitude: 41.802347 Longitude: -80.175853 akeslar

BMS # 20 0079 1620 1955 10-03-2024

I-79 Northbound over SR 1008 (Irish Road)

Page 1 of 19 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 13024

BMS # 20 0079 1620 1955 10-03-2024

I-79 Northbound over SR 1008 (Irish Road)

Page 2 of 19 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 13024 Bridge Id: 20007916201955 Latitude: 41.832589 Longitude: -80.175289 akeslar

BMS # 20 0079 1621 1936 10-03-2024

I-79 Southbound over SR 1008 (Irish Road)

Page 1 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

BRKEY 13025

BMS # 20 0079 1621 1936 10-03-2024

I-79 Southbound over SR 1008 (Irish Road)

Page 2 of 17 The document and information are not public pursuant to 65 P.S. §67.101 et seq., 75 Pa. C.S.

akeslar

Brkey: 13025 Bridge Id: 20007916211936 Latitude: 41.832589 Longitude: -80.175906 akeslar