219_0017_0 Inspection Report.pdf

Team Leader: Billy Lanthrip

Latitude:33.89056, Longitude:-83.37655

Route: 01433 Log:3.500

District 1, 219 - Oconee County

Owner: 2-County Highway Agency

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F- 003.50N)

Bridge #219-0017-0(Routine)

© OpenStreetMap contributors

Location: 3 MI NE OF WATKINSVILLE

33.89056, -83.37655

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

IDENTIFICATION

(1) State Names 13 - Georgia

(8) Structure Number 219-0017-0

(5) Inventory Route 1

(2) Highway Agency District 1 - District 1

(3) County Code 219 - Oconee

(4) Place Code 0

(6) Features Intersected MIDDLE OCONEE RIVER

(7) Facility Carried SIMONTON BRIDGE RD

(9) Location 3 MI NE OF WATKINSVILLE

(11) Mile Point 3.500 mi

(12) Base Highway Network Yes

(13) LRS Inventory Rte & Subrte 2192026600

(16) Latitude 33.89056

(17) Longitude -83.37655

(98) Border Bridge State Code

(99) Border Bridge Structure No.

(43) Main Structure Type 32 Material 3-Steel

Type 2-Stringer/Multi-beam or girder

(44) Approach Structure Type 14

Material 1-Concrete Type 4-Tee beam

(45) No. of Spans in Main Unit 2

(46) No. of Approach Spans 3

(107) Deck Structure Type 1-Concrete Cast-in-Place

(108) Wearing Surface/Protective System

Type of Wearing Surface 0-None (no additional concrete thickness Type of Membrane 0-None

STRUCTURE TYPE AND MATERIAL

0-NoneType of Deck Protection

AGE AND SERVICE

(27) Year Built 1958

(106) Year Reconstructed 0

(42) Type of Service 15

On 1-Highway Under 5-Waterway

(28) Lane On 2

Under 0

(29) Average Daily Traffic 6720

(30) Year of ADT 2024

(109) Truck ADT 1 %

(19) Bypass, Detour Length 3 mi

CLASSIFICATION

(112) NBIS Bridge Length Y

(104) Highway System 0

(26) Functional Class 16-Urban Minor Arterial

(100) Defense Highway 0-The inventory route is not a

(101) Parallel Structure N-No parallel structure exists

(102) Direction of Traffic 2-2 - way traffic

(103) Temporary Structure - Blank

(105) Federal Lands Highways 0-N/A

(110) Designated National Network 0-The inventory route is not p

(20) Toll 3-On free road. The structure

(21) Maintain 2-County Highway Agency

(22) Owner 2-County Highway Agency

(37) Historical Significance 5-Bridge is not eligible for t

GEOMETRIC DATA

(48) Length of Maximum Span 60.0 ft

(49) Structure Length 240.0 ft

(50) Curb or Sidewalk Width

Left 2.0 ft Right 2.0 ft

(51) Bridge Roadway Width Curb to Curb 28.1 ft

(52) Deck Width Out to Out 34.6 ft

(32) Approach Roadway Width (W/Shoulders) 23.0 ft

(33) Bridge Median 0-No median

(34) Skew 0 Deg

(35) Structure Flared 0-No flare

(10) Inventory Route Min Vert Clear 99.99 ft

(47) Inventory Route Total Horiz Clear 28.1 ft

(53) Min Vert Clear Over Bridge Rdwy 99.99 ft

(54) Min Vert Underclear 0 ft Ref:

(55) Min Lat Underclear RT

0.0 ft

0.0 ft Ref:

(56) Min Lat Underclear LT

NAVIGATION DATA

(40) Navigation Horizontal Clearance

0.0 ft(116) Vert-Lift Bridge Nav Min Vert Clear

0.0 ft(39) Navigation Vertical Clearance

0-Not Applicable (P)(111) Pier Protection 0-No navigation control on wat(38) Navigation Control

0.0 ft

LOAD RATING AND POSTING

(31) Design Load 4-M 18 / H 20

(63) Operating Rating Method 1

(64) Operating Rating

Type 1 - 2 - HS loading.

Rating 35

(65) Inventory Rating Method 1-Load Factor(LF)

(66) Inventory Rating

Type 1 - 2 - HS loading.

Rating 21

(70) Bridge Posting

(41) Structure Open/Posted/Closed A-Open, no restriction

5-Equal to or above legal loads

APPRAISAL

(67) Structural Evaluation 4

(68) Deck Geometry 4

(69) Clearances, Vertical/Horizontal N

(71) Waterway Adequacy 8

(72) Approach Roadway Alignment 6 (36A) Bridge Railings (36B) Transitions 0-Inspected feature does not meet c (36C) Approach Guardrail 0-Inspected feature does not meet c (36D) Approach Guardrail Ends

(113) Scour Critical Bridges U-Bridge with "unknown" foundation

0-Inspected feature does not meet c

0-Inspected feature does not meet c

PROPOSED IMPROVEMENTS

(75) Type of Work

(76) Length of Structure Improvement 0.0 ft

(94) Bridge Improvement Cost $ 0

(95) Roadway Improvement Cost $ 0

(96) Total Project Cost $ 0

(97) Year of Improvement Cost Estimate 0

(114) Future ADT 8715

(115) Year of Future ADT 2032

CONDITION

(62) Culverts 6(61) Channel & Channel Protection 7(60) Substructure 7(59) Superstructure 6(58) Deck

N

INSPECTIONS *

(90) Inspection Date

(91) Frequency

(92) Critical Feature Inspection A: Fracture Critical Detail B: Underwater Inspection C: Other Special Inspection

Done Freq. (Mon) Date

* The inspection date and frequency information in this box contains the current NBI date and frequency information. Please refer to the report header for the date this inspection was conducted.

No Yes 60 05/06/2025 No

08/27/2025

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

B.ID.01 Bridge Number

IDENTIFICATION

219-0017-0

B.ID.02 Bridge Name

B.ID.03 Previous Bridge No.

1958B.W.01 Year Built

B.L.01 State Code

B.L.02 County Code

B.L.03 Place Code

B.L.04 Highway Agency District

B.L.05 Latitude

B.L.06 Longitude

B.L.07 Border Bridge Number

B.L.08 Border Bridge State or Country Code

B.L.09 Border Bridge Insp. Resp.

B.L.10 Border Bridge Designated Lead State

B.L.11 Bridge Location

B.L.12 Metropolitan Planning Organization

LOCATION

13 - Georgia

219 - Oconee

33.89056

-83.37655

3 MI NE OF WATKINSVILLE

B.CL.01 Owner

CLASSIFICATION

B.CL.02 Maint. Responsibility

B.CL.03 Federal or Tribal Land Access

B.CL.04 Historic Significance

B.CL.05 Toll

B.CL.06 Emergency Evacuation Designation

County highway agency

County highway agency

Not Applicable

Bridge is not eligible for the Nati

Bridge does not carry a toll road a

B.RH.01A Bridge Railing Type

ROADSIDE HARDWARE

B.RH.01B Bridge Railing Year (YY)

S - Not crash-tested but meets appr

B.RH.01C Bridge Railing Test Level

B.RH.02A Transition Type

B.RH.02B Transition Year (YY)

B.RH.02C Transition Test Level

S - Not crash-tested but meets appr

B.G.01 NBIS Bridge Length

BRIDGE GEOMETRY

B.G.02 Total Bridge Length

B.G.03 Max Span Length

B.G.04 Min Span Length

B.G.05 Bridge Width Out-to-Out

B.G.06 Bridge Width Curb-to-Curb

B.G.07 Left Curb or Sidewalk Width B.G.08 Right Curb or Sidewalk Width

B.G.09 Approach Roadway Width

240.0

240.0

60.0

40.0

34.6

28.1

2.0

2.0

23.0

B.G.14 Sidehill Bridge Not a sidehill bridge

B.G.15 Irregular Deck Area 0.0

8304.0B.G.16 Calculated Deck Area

B.G.10 Bridge Median

B.G.11 Skew

B.G.12 Curved Bridge

B.G.13 Max Bridge Height

No median

Piecewise straight girders

B.LR.01 Design Load

B.LR.02 Design Method

B.LR.03 Load Rating Date

B.LR.04 Load Rating Method

B.LR.05 Inventory Load Rating Factor B.LR.06 Operating Load Rating Factor B.LR.07 Controlling Legal Load Rating Factor

B.LR.08 Routine Permit Loads

LOADS AND LOAD RATING

H-20

1/1/0001 12:00:00 AM +00:00

Load Factor Rating

0.58

0.97

B.IR.01 NSTM Inspection Required

INSPECTION REQUIREMENTS

NSTM inspection not required.

B.IR.02 Fatigue Details No E/E’ details

B.IR.03 UW Inspection Required Underwater inspection required

Bridge does not have complex featurB.IR.04 Complex Feature

B.C.01 Deck Condition Rating

COMPONENT CONDITION RATINGS

B.C.02 Superstructure Condition

B.C.03 Substructure Condition

B.C.04 Culvert Condition Rating

B.C.05 Bridge Railing Condition

B.C.06 Bridge Railing Transitions Condition

B.C.07 Bridge Bearings Cond.

B.C.08 Bridge Joints Condition

B.C.09 Channel Condition Rating

B.C.10 Channel Protection Condition

B.C.11 Scour Condition Rating

B.C.12 Bridge Condition Classification

B.C.13 Lowest Condition Rating

B.C.14 NSTM Insp. Condition

B.C.15 UW Inspection Condition

7 - GOOD - Some minor defects.

7 - GOOD - Some minor defects.

7 - GOOD - Some minor defects.

N - NOT APPLICABLE - Component

6 - SATISFACTORY - Widespread

7 - GOOD - Some minor defects.

7 - GOOD - Some minor defects.

6 - SATISFACTORY - Widespread

6 - SATISFACTORY - Widespread

NOT APPLICABLE - Bridge does n

7 - Some minor scour.

Good

7 - GOOD - Some minor defects.

NOT APPLICABLE - Component doe

7 - GOOD - Some minor defects.

B.AP.01 Approach Roadway Alignment

APPRAISAL

B.AP.02 Overtopping Likelihood

B.AP.03 Scour Vulnerability

B.AP.04 Scour Plan of Action

B.AP.05 Seismic Vulnerability

Fair

Remote – once every 100 years or le

Scour appraisal has not been comple

A scour POA is required and impleme

SNBI Data Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025

County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

SPAN SETS

B.SP.02 # of Spans 2

B.SP.03 # of Beam Lines 5

Steel – rolledB.SP.04 Span Material

B.SP.05 Span Continuity

B.SP.06 Span Type

B.SP.07 Span Protective System

Simple or single span

Girder/beam – I-shaped spread

None

B.SP.08 Deck Interaction Composite – unshored construct

B.SP.09 Deck Material and Type Reinforced concrete – cast-in-

NoneB.SP.10 Wearing Surface

B.SP.11 Deck Protective System

B.SP.12 Deck Reinforcing Protective System

B.SP.13 Deck Stay-In-Place Forms

None

None

None

M1

B.SP.02 # of Spans 3

B.SP.03 # of Beam Lines 4

Reinforced concrete – cast-in-B.SP.04 Span Material

B.SP.05 Span Continuity

B.SP.06 Span Type

B.SP.07 Span Protective System

Simple or single span

Girder/beam – tee-beam

None

B.SP.08 Deck Interaction Integral or monolithic

B.SP.09 Deck Material and Type Reinforced concrete – cast-in-

NoneB.SP.10 Wearing Surface

B.SP.11 Deck Protective System

B.SP.12 Deck Reinforcing Protective System

B.SP.13 Deck Stay-In-Place Forms

None

None

None

A1

SUBSTRUCTURE SETS

B.SB.02 No. of Substructure Units 2

B.SB.03 Substructure Material Reinforced concrete – cast-in-

Abutment – stubB.SB.04 Substructure Type

B.SB.05 Substructure Protective System None

B.SB.06 Foundation Type Pile – steel H-shape

Coating – paintB.SB.07 Foundation Protective System

A1

B.SB.02 No. of Substructure Units 1

B.SB.03 Substructure Material Reinforced concrete – cast-in-

Bent – pileB.SB.04 Substructure Type

B.SB.05 Substructure Protective System Coating – paint

B.SB.06 Foundation Type Pile – steel H-shape

Coating – paintB.SB.07 Foundation Protective System

P1

B.SB.02 No. of Substructure Units 2

B.SB.03 Substructure Material Reinforced concrete – cast-in-

Pier – multiple column with weB.SB.04 Substructure Type

B.SB.05 Substructure Protective System None

B.SB.06 Foundation Type Footing – on reinforced soil

NoneB.SB.07 Foundation Protective System

P2

HIGHWAY FEATURES

B.F.02 Feature Location Carried on bridge

B.F.03 Feature Name SIMONTON BRIDGE RD

Minor ArterialB.H.01 Functional Classification

B.H.02 Urban Code

B.H.03 NHS Designation

B.H.04 National Highway Freight Network

T-U

Non-NHS

Not on the NHFN

B.H.09 Annual ADT 6530

B.H.10 Annual ADTT 65

2020B.H.11 Year of Annual ADT

B.H.12 Highway Max Usable Vertical Clearance B.H.13 Highway Min Vertical Clearance B.H.14 Highway Min Horizontal Clearance, Left

99.9

99.9

Not a STRAHNET routeB.H.05 STRAHNET Designation

B.H.06 LRS Route ID

B.H.07 LRS Mile Point

B.H.08 Lanes On Highway

2192026600

3.5

B.H.15 Highway Min Horizontal Clearance, Right B.H.16 Highway Max Usable Surface Width

B.H.17 Bypass Detour Length

B.H.18 Crossing Bridge Number

28.1

H1

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

WATERWAY FEATURES

B.F.02 Feature Location Below bridge

B.F.03 Feature Name MIDDLE OCONEE RIVER

Not navigable watersB.N.01 Navigable Waterway

B.N.02 Navigation Min Vertical Clearance

B.N.03 Movable Bridge Max Navigation Vertical Clearance

B.N.04 Navigation Channel Width

B.N.05 Navigation Channel Min Horizontal Clearance B.N.06 Substructure Navigation Protection

W1

B.PS.01 Load Posting Status B.PS.02 Posting Status Change Date

Permanent - Open

POSTING STATUS DATA

LOAD EVALUATION AND POSTING

B.EP.01 Legal Load Configuration B.EP.02 Legal Load Rating Factor B.EP.03 Posting Type

B.EP.04

Posting Value

HIGHWAY ROUTES

Highway Parent B.RT.01 Route Designation

B.RT.02 Route Number B.RT.03 Route Direction B.RT.04 Route Type B.RT.05 Service Type

H1 1 1433 Northbound and Southbound County route Mainline

WORK EVENTS

B.W.03 Work Performed B.W.02 Year Work Performed

B.IE.12 INSPECTION EQUIPMENT

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Deck

Superstructure

NBIS Condition: 6 Material: 15 - O.

Concrete

Deck Wearing Surface: 0-None (no additional concrete thickness or wearing surface is included in the bridge deck)

Deck Evaluation:

6.2" concrete deck

Deck Top:

The deck top has shrinkage cracks up to 0.010” wide throughout. Span 2 has some shrinkage cracks up to 0.016” wide.

The deck top in Spans 2, 3 and 4 has transverse cracking up to 0.030” wide.

There is exposed rebar in the beginning of span 3. This is due from rebar being to close to the surface.

Deck Underside:

The deck underside has transverse cracks with no efflorescence.

The right overhang in Span 1 has four core holes with spalls with no exposed steel up to 12" x 6" x 1".

Edgebeams:

The concrete edgebeam in Bay 4-3 at Bent 5 has an 8" x 4" x 3" spall with exposed rebar.

The concrete edgebeam in Bay 4-4 at Bent 5 has a 28" x 4" x 3" spall with exposed rebar.

Specialized Inspection Deck Comment:

Deck underside has transverse and longitudinal cracking up to .010" wide. See Photo Edge beams have minor cracking.

Span 3, the underside of the left overhang has a 3" x 12" shallow steel spall. See Photo Span 4 bay 3, forward edge beam has a 6" L spall with exposed rebar.

Span 4 bay 4, forward edge beam has a spall with 24" of exposed rebar.

NBIS Condition: 7 Material: 35 - N. Steel -Concrete

Year Painted: 2004 Paint Type: 6 - 2- Non-Lead Oil Alkyd System (System IV)

Superstructure Evaluation:

Spans 1, 2 and 5 are concrete T-beams Spans 3 and 4 are steel beams (Simple spans) Steel beams have welded cover plates with rounded ends; welded across.

Steel beams have concrete diaphragms at 90 degrees.

Beams:

Steel beams in Spans 3 and 4 have been cleaned and painted with water-borne paint.

The T-beams have hairline deflection cracks up to 0.008” wide.

T-beams 5-1 and 5-2 at Abutment 6 have hairline vertical cracks in the bearing areas.

Bearings:

Bearing 3-1 at Bent 3, the north anchor bolt nut is not fully seated.

Bearing 3-3 at Bent 3, both anchor bolt nuts are not fully seated.

Evaluation

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Substructure

Specialized Inspection Superstructure Comment:

Span 2 has (4) 18 1/4" x 31 3/4" reinforced concrete T-beams.

Spans 3 and 4 have five W36 x 150 steel beams.

Span 1 beam 1, right face has a .012" wide diagonal crack in the forward beam end.

Span 2 beam 1 forward end has a spall up to 1' high x 6" wide x 1" deep with exposed rebar. See Photo Span 3 rear, bearing 1 has minor corrosion and bearing 5 has moderate corrosion.

Span 3 beam 1 left rear anchor nut not fully seated. See Photo Span 4 forward bearings have minor corrosion.

NBIS Condition: 7 Material: 19 - N. Steel -Concrete

Year Painted: 2004 Paint Type: 3 - 5 - Waterborne System (Type VI or VII).

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Substructure Evaluation:

Abutments and Bent 3 have 12" Steel H-piles and concrete caps.

Bent 2 has 14" Steel H-piles and concrete cap.

Bents 4 and 5 have spread footers, concrete columns and concrete caps.

Abutments:

Both abutment caps have hairline vertical cracking up to 0.004” wide.

Abutment 1 has up to 6" of erosion under the cap.

Piles:

Piles at Bents 2 and 3 have been painted with water-borne paint.

Bent 2 piles were cover plated and encased as of 11/21/2000 Bent 3 (Tower Bent) piles were cover plated and encased as of 11/21/2000.

There is drift at bents 3 and 4.

Caps:

Bent 2 cap has a crack up to 0.010” wide in the bottom face at Pile 2-2.

Bent 2 cap has a shallow spall with exposed rebar in the bottom face, between piles 3 and 4.

Bent 3 cap has a 28" x 12" x 2" spalls/delaminations with exposed rebar in the west face under Bay 2-1.

Bent 3 cap has a 12" x 6" x 1" spall with exposed rebar in the west face under Beam 2-2.

The footings under Column 4-1 is exposed 6" to 12".

Specialized Inspection Substructure Comment:

Bent 2 cap has a 24" H x 24" W x 28.5' L concrete cap with (4) 14" steel piles.

Bent 3 cap has a 24" H x 30" W x 29.5' L concrete cap with a step to accommodate different sized beams with (9) 12" steel piles, .

Bent 4 cap has a 33"W x 33"d x 27.5'L concrete cap with (2) 33" x 33" concrete columns and a 14' 9"L web wall.

Bent caps have up to .010" cracking.

Bent 2 cap, bottom face has a 6" x 9" shallow steel spall between piles 3 and 4.

Bents 2 and 3 caps have minor diagonal cracks extending from the corners of several pile flanges. See Photo Bent 3 cap, right rear corner has a 4" x 14" delamination with a 3" x 6" x 1.5" D spall with exposed rebar. Repaired See photo.

Bent 3 cap has a 1" x 3" void from a piece of wood from construction, extending all the way through the cap.

Bent 3 cap, rear face has a 4" x 19" x 1" D spall with exposed rebar. Repaired see photo.

Bent 3 cap, forward face of built up portion has a 2’ long x 6" high area of delamination under beam 1. See photo.

Cap 3 rear face has a 18" x 12" area of delamination under beam 1. See photo.

Bent 3, bottom of cap has a small pop out between piles 3 and 4.

Bent 4 columns have abrasion.

This Bridge:

General

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Simonton Bridge Road over Middle Oconee River

Past repair work was done under project STP-M002-00(486) Rehab.

Bridgerails:

Bridgerail post 1-2 Right has as a 6" x 4" x 2" spall with no exposed steel in the top west face.

Bridgerail post 2-2 Left has an 8" x 6" x 2" spall with no exposed steel in the top southwest corner.

Bridgerail post 2-2 Right has an 8" x 6" x 2" spall with no exposed steel in the top west face.

Bridgerail post 2-3 Left has a 6" x 4" x 1" spall with no exposed steel in the southwest corner.

Bridgerail post 2-4 Left has an 8" x 6" x 2" spall with no exposed steel in the top southwest corner.

Bridgerail post 4-4 Left has a 6" x 6" x 2" spall with no exposed steel in the top northwest corner.

Bridgerail post 4-5 Left has a 3" x 3" x 1" spall with no exposed steel in the top northeast corner.

Bridgerail post 5-3 Left has a 3" x 3" x 1" spall with no exposed steel in the top northeast corner.

Bridgerail post 5-4 Left has a 3" x 3" x 1" spall with no exposed steel in the top northeast corner.

The rear approach slab is covered with an asphalt overlay.

The forward approach slab has a longitudinal crack in the westbound lane near centerline.

The forward approach slab/approach roadway has a 1" difference in elevation causing a slight impact at the approach.

The catch basins have an accumulation of trash Bushes are overgrown around the ends of the structure.

Specialized Team 1 inspected spans 2-4 on 5-13-24.

Confined Space: 0 - No Traffic Control: 0 - No

Conditional Situations Underwater Inspection: Specialized Inspection:

Equipment Used 1 - NoneAccess Equipment: Topside Boat: 1 - None

1 - NoneSpecial Imaging Device:2 - Hip bootsWaders:

103-Temporarily Shored: - Blank 41-Structure Open, Posted, Closed: A-Open, no restriction

Calculated Posting Truck Type

Posting required Existing Posting

Gross/H-Mod

HSMod

3-S-2

Piggyback

Tandem

Timber

Load Rating and Posting

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Superstructure Data

Span # Beam Type Beam Spacing (ft)

Span Length

(ft) # Beams Remarks

1 Reinforced Concrete "T" beam 8 40 4 18.25"W x 31.75"D 2 Reinforced Concrete "T" beam 8 40 4 18.25"W x 31.75"D 3 Steel Beam 5.3 60 5 W36 x 150 4 Steel Beam 5.3 60 5 W36 x 150 5 Reinforced Concrete "T" beam 8 40 4 18.25"W x 31.75"D

Bearing Data

Span # Rear Type Bearing Forward Type Bearing Remarks 1 Beam on Cap Beam on Cap 2 Beam on Cap Beam on Cap 3 Sliding Plate Fixed Plate 4 Sliding Plate Fixed Plate 5 Beam on Cap Beam on Cap

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

ELEMENTS DESCRIPTION UNITS TOTAL CS1 CS2 CS3 CS4

12 Reinforced Concrete Deck SF 3360 3156 204 0 0

1010 Cracking (Steel) SF 200 0 200 0 0

1090 Exposed Rebar SF 4 0 4 0 0

16 Reinforced Concrete Top Flange SF 3360 3260 100 0 0

1130 Cracking (RC and Other) SF 100 0 100 0 0

107 Steel Open Girder/Beam LF 600 600 0 0 0

515 Steel Protective Coating SF 5256 5256 0 0 0

110 Reinforced Concrete Open Girder/Beam LF 480 480 0 0 0

205 Reinforced Concrete Column EA 4 2 2 0 0

1190 Abrasion/Wear (PSC/RC) EA 2 0 2 0 0

(205) Joe O'Daniels

(1190-205) The concrete has moderate scale/abrasion from 5' below the bottom of the web wall down.

215 Reinforced Concrete Abutment LF 72 72 0 0 0

220 Reinforced Concrete Pile Cap/Footing LF 7 0 7 0 0

6000 Scour LF 7 0 7 0 0

(6000-220) Slight scour is present exposing the footing on column 1.

225 Steel Pile EA 13 13 0 0 0

515 Steel Protective Coating SF 1232 1232 0 0 0

234 Reinforced Concrete Pier Cap LF 121 109 11 1 0

1080 Delamination/Spall/Patched Area LF 1 0 1 0 0

1090 Exposed Rebar LF 4 0 3 1 0

1130 Cracking (RC and Other) LF 7 0 7 0 0

301 Pourable Joint Seal LF 168 168 0 0 0

311 Movable Bearing EA 10 8 1 1 0

1000 Corrosion EA 2 0 1 1 0

515 Steel Protective Coating SF 20 17 2 1 0

3440 Effectiveness (Steel Protective Coatings) SF 3 0 2 1 0

313 Fixed Bearing EA 10 5 5 0 0

1000 Corrosion EA 5 0 5 0 0

515 Steel Protective Coating SF 20 15 5 0 0

3440 Effectiveness (Steel Protective Coatings) SF 5 0 5 0 0

Elements & Defects

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

ELEMENTS DESCRIPTION UNITS TOTAL CS1 CS2 CS3 CS4

321 Reinforced Concrete Approach Slab SF 1680 1680 0 0 0

510 Wearing Surfaces SF 840 840 0 0 0

331 Reinforced Concrete Bridge Railing LF 480 462 18 0 0

1080 Delamination/Spall/Patched Area LF 18 0 18 0 0

Maintenance

Acitivity Priority Location Comments 810-Deck Repair B Deck Repair spalling in the edge beams with exposed rebar in span 4

830-Repair Main Structural Members B Cap Repair spall with exposed rebar in cap at Bent 3

000-Bridge Painting C Bearings Clean and paint bearings as needed 520-Brush and Tree Cutting C Ends of the structure Cut bushes

845-Other Bridge Maintenance B Bent 4, column 1. Repair scour at bent 4 column 1 footing exposed.

810-Deck Repair B Deck top

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Channel Information

A: 14 B: 21 C: 31 D: 26.8 E: 4.2 F: 145 G: 15 H: 12 I: 25 J: 1 K: 5

Location of Bridge Height:

Bridge Height Taken:

Scour Condition:

Waterway Adequacy:

Channel Protection:

5' forward of bent 4

Channel Protection:

(54B) Min Vertical Underclearance (ft-in):

99-99(228A) Actual Min Vertical Odometer (ft-in):

(228B) Actual Min Vertical Opposite (ft-in):

(228C) Posted Min Vertical Odometer (ft-in):

(228D) Posted Min Vertical Opposite (ft-in):

(5E) Direction:

(55A) Lateral Type:

(55B) Min Lateral Under Clearance on Right (ft):

(56) Min Lateral Under Clearance on Left (ft):

(47) Total Horizontal Clearance (ft):

(69) Rating-Under Clearance Horizontal/Vertical:

99-99 00-00

00-00 0-N/A

N-Feature not a highway or railroad 0.0

N

0.0 28.1

Vertical Clearance

+ Substructure Skew = 0 - Channel Skew = 0 Angle of Stream Attack = 10

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Channel Profile

Bent No. Distance Upstream - Upstream + Downstream - Downstream + 1 7 6.3 2 28.6 28.6 21.2 23 3 26.4 29 26 26 4 31 31 30 29.7 5 15.2 15.4 15.6 15 6 6.5 5.7

1 2 3 4 5 6

Distance

El ev at io n

Downstream Elevation

1 2 3 4 5 6

Distance

El ev at io n

Upstream Elevation

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Underwater Report

05/06/2025

The concrete on the columns has moderate scale/abrasion from 5' below the bottom of the web wall down.

Slight scour is present exposing one footing and seal.

Detailed Inspection:

Diver: Standby Diver:Joe O'Daniels James BermudezDive Supervisor: Joe O'Daniels

Bents Inspected:

Boat Used:

Bent 4 Bent Construction:

Inspection Type:

Concrete columns on footings

Maximum Water Depth: 6 Water Level Reference: Bridge height to cap is 19' at bent 4.

Bridge Inspection Procedure:

1 - 1. This bridge was inspected according to the procedures established in the Georgia Department of Transportation's Underwater Bridge Inspection Team Policy and Procedures Manual version June 2020

Condition Ratings:

Substructure: Channel Protection: Scour: Underwater:67 76 Waterway Adequacy: 8

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Drift at bents 3 and 4

Downstream

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Bent 2 cap has a shallow spall with exposed rebar in the bottom face, between piles 3 and 4.

Erosion at abutment 1

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Direction of inventory - North

Transverse and shrinkage cracking in span 2

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

There is exposed rebar in the beginning of span 3. This is due from rebar being to close to the surface.

Transverse cracking in span 3

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Transverse cracking in span 4

The footings under Column 4-1 is exposed 6" to 12".

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Longitudinal cracking in the forward approach slab

Bent 4 (5/6/2025) Divers

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Overall Bridge Railing

Bridge railing transition

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Span 3

Specialized Team 1 (5-13-24) Typical Bearing

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Bent 3 Tower

Specialized Team 1 (5-13-24) Deck Underside Cracking

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Utility Bay 3

Specialized Team 1 (5-13-24) Span 3 Left Overhang Spall

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Span 2 Beam 1 Forward End Spall and Not Fully Seated Anchor Nut

Specialized Team 1 (5-13-24) Span 3 Beam 1 Anchor Nut Not Fully Seated

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Cap 3 Forward Face of Built Up Portion

Specialized Team 1 (5-13-24) Cap 3 Rear Face Repairs

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Span 2

Specialized Team 1 (5-13-24) Cap 3 Diagonal Cracking from Pile Flanges

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Specialized Team 1 (5-13-24) Typical T Beam Cracking

Typical bent and columns of bent 4

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Under view Span 3 shown Steel beams

Under view Span 2 shown with concrete beams

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Gas Utility - Left Side

Water utility

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Bent 2

Bent 2

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Bent 3 - Tower bent (steel piles and concrete beams)

Channel sketch

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

Bent 3

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-

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Deck Superstructure Substructure Culverts Channel Scour

Condition History

Inspection Date Deck Superstructure Substructure Culverts Channel Scour Critical

08/27/2025 6 7 7 N 6 N

05/06/2025 7 7 7 N 6 N

05/13/2024 7 7 7 N 6 N

09/05/2023 7 7 7 N 6 N

08/24/2021 7 7 7 N 6 N

06/29/2021 7 7 7 N 6 N

06/15/2020 7 7 7 N 6 N

08/14/2019 6 6 6 N 6 N

10/03/2017 6 6 6 N 6 N

08/14/2017 6 6 6 N 6 N

07/25/2016 6 6 6 N 6 N

10/19/2015 6 6 6 N 6 N

11/13/2013 6 6 6 N 6 N

11/17/2011 6 6 6 N 6 N

11/24/2009 6 6 6 N 6 N

10/31/2007 6 6 6 N 6 N

11/01/2005 6 6 6 N 6 N

Team Lead: Billy Lanthrip, Inspection Date: 08/27/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SIMONTON BRIDGE RD over MIDDLE OCONEE RIVER (219-01433F-