219_5027_0 Inspection Report.pdf

Team Leader: Billy Lanthrip

Latitude:33.85562, Longitude:-83.32676

Route: 00262 Log:4.980

District 1, 219 - Oconee County

Owner: 2-County Highway Agency

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

BARNETT SHOALS RD over OCONEE RIVER (219-00262X-004.98E) Bridge #219-5027-0(Routine)

© OpenStreetMap contributors

Location: 5 MI E OF WATKINSVILLE

33.85562, -83.32676

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

IDENTIFICATION

(1) State Names 13 - Georgia

(8) Structure Number 219-5027-0

(5) Inventory Route 1

(2) Highway Agency District 1 - District 1

(3) County Code 219 - Oconee

(4) Place Code 0

(6) Features Intersected OCONEE RIVER

(7) Facility Carried BARNETT SHOALS RD

(9) Location 5 MI E OF WATKINSVILLE

(11) Mile Point 4.980 mi

(12) Base Highway Network Yes

(13) LRS Inventory Rte & Subrte 2192026200

(16) Latitude 33.85562

(17) Longitude -83.32676

(98) Border Bridge State Code

(99) Border Bridge Structure No.

(43) Main Structure Type 52 Material 5-Prestressed concrete *

Type 2-Stringer/Multi-beam or girder

(44) Approach Structure Type 00

Material 0-Other Type 0-Other

(45) No. of Spans in Main Unit 4

(46) No. of Approach Spans 0

(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 1980

(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 2800

(30) Year of ADT 2024

(109) Truck ADT 1 %

(19) Bypass, Detour Length 13 mi

CLASSIFICATION

(112) NBIS Bridge Length Y

(104) Highway System 0

(26) Functional Class 7-Rural Major Collector

(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 0.0 ft Right 0.0 ft

(51) Bridge Roadway Width Curb to Curb 32.0 ft

(52) Deck Width Out to Out 35.0 ft

(32) Approach Roadway Width (W/Shoulders) 22.0 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 32.0 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 3-MS 13.5 / HS 15

(63) Operating Rating Method 1

(64) Operating Rating

Type 1 - 2 - HS loading.

Rating 52

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

(66) Inventory Rating

Type 1 - 2 - HS loading.

Rating 31

(70) Bridge Posting

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

5-Equal to or above legal loads

APPRAISAL

(67) Structural Evaluation 5

(68) Deck Geometry 5

(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

1-Inspected feature meets currently

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 1695

(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

08/28/2025

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

B.ID.01 Bridge Number

IDENTIFICATION

219-5027-0

B.ID.02 Bridge Name

B.ID.03 Previous Bridge No.

1980B.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

33.85562

-83.32676

5 MI E 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)

Crash-tested for NCHRP Report 350.

B.RH.01C Bridge Railing Test Level

B.RH.02A Transition Type

B.RH.02B Transition Year (YY)

B.RH.02C Transition Test Level

Level 3

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

60.0

35.0

32.0

0.0

0.0

22.0

B.G.14 Sidehill Bridge Not a sidehill bridge

B.G.15 Irregular Deck Area

8400.0B.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

HS-15

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

Load Factor Rating

0.86

1.44

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

7 - GOOD - Some minor defects.

7 - GOOD - Some minor defects.

8 - VERY GOOD - Some inherent

7 - GOOD - Some minor defects.

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: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

SPAN SETS

B.SP.02 # of Spans 4

B.SP.03 # of Beam Lines 6

Prestressed concrete – pre-tenB.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

Concrete – prestressed

M1

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

NoneB.SB.07 Foundation Protective System

A1

B.SB.02 No. of Substructure Units 1

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

Pier – multiple columnB.SB.04 Substructure Type

B.SB.05 Substructure Protective System None

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

NoneB.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 columnB.SB.04 Substructure Type

B.SB.05 Substructure Protective System None

B.SB.06 Foundation Type Footing – not on rock

NoneB.SB.07 Foundation Protective System

P2

HIGHWAY FEATURES

B.F.02 Feature Location Carried on bridge

B.F.03 Feature Name BARNETT SHOALS RD

Major CollectorB.H.01 Functional Classification

B.H.02 Urban Code

B.H.03 NHS Designation

B.H.04 National Highway Freight Network

99999

Non-NHS

Not on the NHFN

B.H.09 Annual ADT 2660

B.H.10 Annual ADTT 26

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

2192026200

4.98

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

H1

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 1 262 Eastbound and Westbound County route Mainline

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

WATERWAY FEATURES

B.F.02 Feature Location Below bridge

B.F.03 Feature Name 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

WORK EVENTS

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

B.IE.12 INSPECTION EQUIPMENT

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Deck

Superstructure

Substructure

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:

7.5" concrete deck on PSC stay-in-place forms

Deck Top:

The deck top has widespread shrinkage cracking up to 0.032” wide in each span.

The deck top has transverse cracking up to 0.032” wide.

Span 3 has minor abrasion.

Specialized Inspection Deck Comment:

Specialized team inspects the underside of the deck in spans 2 and 3.

The underside of the deck has precast concrete deck panels.

Span 1 bay 4, underside of the deck panel has a .008" full bay width transverse crack, 5' rear of bent 2.

Span 2 bay 4, rear edge beam has a up to .014" diagonal crack extending from the utility hole. See photo.

Span 2 bay 3, underside of the deck panel has 2 transverse cracks up to .060" full bay width , 32' forward of bent 2.

See photo.

NBIS Condition: 7 Material: Year Painted: 0000 Paint Type: 1 - 0- Not Applicable

Superstructure Evaluation:

PSC Type III beams

Beams:

The beams in span 1 have graffiti.

Span 3, Beam 3-5 has an 11" x 7" x 1/2" spall with no exposed rebar in the left bottom flange.

Diaphragms:

The diaphragms at Abutment 1 have horizontal cracks along the cold joints to the deck.

Specialized Inspection Superstructure Comment:

Specialized team inspects spans 2 and 3.

Spans 2 and 3 have 5 Type III PSC I-beams

Span 1 beam 4, forward beam end has a small spall with exposed rebar.

Span 3, beam 5 has an 11" x 7" x 1/2" spall with no exposed rebar in the left bottom flange, 17' forward of bent 3.

NBIS Condition: 7 Material: 20 - O.

Concrete

Year Painted: 0000 Paint Type: 1 - 0- Not Applicable

Evaluation

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Substructure Evaluation:

Abutments have 10" Steel H-piles and concrete caps.

Bent 2 has Steel H-pile footers, concrete columns and concrete cap.

Bents 3 and 4 have spread footers, concrete columns and concrete caps.

Abutments:

Both abutment caps have hairline vertical cracks up to 0.008” wide at the step downs.

Abutment 1 cap has graffiti.

Both channel banks are steep

Columns:

Footings are exposed at bent 4

Caps:

Bent 2 cap has a hairline diagonal crack over Column 1.

Pop out with exposed rebar in the rear face of bent 2 under beam 2 Bents 2, 3 and 4 caps have hairline vertical cracks at the step downs.

There is drift at bent 3.

Specialized Inspection Substructure Comment:

Specialized team inspects bents 2 through 4.

Bents are 36"W x 39"D x 33' 9"L concrete caps, each with two 36" x 36" concrete columns.

Columns have abrasion.

Caps have vertical, horizontal, and diagonal cracking up to .012" wide mostly over the columns.

Bent 2 cap, rear face has a up to .012" diagonal crack over column 1.

Bent 2 cap, rear face has a 2" x 6" shallow steel spall under beam 2.

Bent 3 cap, forward face has a 2" x 7" shallow steel spall under beam 4.

Bent 3 cap, forward face has a 5' L x up to .014" horizontal crack over column 2.

Bent 3 cap has a minor corner spall on the left forward bottom corner.

Bent 3 column 2 has several small spalls with no rebar exposed in the rear face 12' below the cap (Looks like gun shots).

Debris built up at bent 3. See photo.

This Bridge:

Barnett Shoals Road over Oconee River

The forward approach has an asphalt overlay.

Rear approach slab has longitudinal cracks up to 0.032” wide.

The new jersey barrier walls have minor vertical cracks and some with efflorescence.

Specialized team 1 Inspects Spans 2-3. (5-13-24)

General

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

Conditional Situations Underwater Inspection: Specialized Inspection:

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

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: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Superstructure Data

Span # Beam Type Beam Spacing (ft)

Span Length

(ft) # Beams Remarks

1 PSC "I" beam 6.2 60 6 Type III 2 PSC "I" beam 6.2 60 6 Type III 3 PSC "I" beam 6.2 60 6 Type III 4 PSC "I" beam 6.2 60 6 Type III

Bearing Data

Span # Rear Type Bearing Forward Type Bearing Remarks 1 Elastomeric Elastomeric 2 Elastomeric Elastomeric 3 Elastomeric Elastomeric 4 Elastomeric Elastomeric

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

ELEMENTS DESCRIPTION UNITS TOTAL CS1 CS2 CS3 CS4

12 Reinforced Concrete Deck SF 8400 2288 6100 12 0

1130 Cracking (RC and Other) SF 6012 0 6000 12 0

1190 Abrasion/Wear (PSC/RC) SF 100 0 100 0 0

109 Prestressed Concrete Open Girder/Beam LF 1440 1438 2 0 0

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

1090 Exposed Rebar LF 1 0 1 0 0

205 Reinforced Concrete Column EA 6 0 6 0 0

1190 Abrasion/Wear (PSC/RC) EA 6 0 6 0 0

(205) Joe O'Daniels

(1190-205) The columns have moderate scale/abrasion from 14' below the cap down.

215 Reinforced Concrete Abutment LF 78 78 0 0 0

220 Reinforced Concrete Pile Cap/Footing LF 24 0 24 0 0

6000 Scour LF 24 0 24 0 0

(220) Joe O'Daniels

(6000-220) Slight scour present, Bent 3 column 1 footing is exposed 1'.

234 Reinforced Concrete Pier Cap LF 101 82 19 0 0

1090 Exposed Rebar LF 2 0 2 0 0

1130 Cracking (RC and Other) LF 17 0 17 0 0

301 Pourable Joint Seal LF 160 160 0 0 0

310 Elastomeric Bearing EA 48 48 0 0 0

321 Reinforced Concrete Approach Slab SF 2100 2052 48 0 0

1130 Cracking (RC and Other) SF 48 0 48 0 0

510 Wearing Surfaces SF 1050 1050 0 0 0

331 Reinforced Concrete Bridge Railing LF 480 227 253 0 0

1120 Efflorescence/Rust Staining LF 60 0 60 0 0

1130 Cracking (RC and Other) LF 193 0 193 0 0

Maintenance

Elements & Defects

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Acitivity Priority Location Comments 845-Other Bridge

Maintenance B Bents 2, 3 and 4 Repair scour around footings at bents 2, 3 and 4 845-Other Bridge

Maintenance B Bent 3 column 1 Remove drift

810-Deck Repair B Deck top and bottom 845-Other Bridge

Maintenance B Rear approach slab

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Channel Information

A: 15.3 B: 46 C: 48 D: 23.8 E: 4 F: 142 G: 13 H: 42 I: 48 J: 1 K: 5

Location of Bridge Height:

Bridge Height Taken:

Scour Condition:

Waterway Adequacy:

Channel Protection:

5' rear of bent 3

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 32.0

Vertical Clearance

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

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Channel Profile

Bent No. Distance Upstream - Upstream + Downstream - Downstream + 1 6 6.2 2 25 26 27.3 27.8 3 26.8 25.2 28.8 26.4 4 24.9 24.5 25.8 26.4 5 5.7 6

1 2 3 4 5

Distance

El ev at io n

Downstream Elevation

1 2 3 4 5

Distance

El ev at io n

Upstream Elevation

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Underwater Report

05/06/2025

Columns have moderate scale/abrasion from 14' below the cap down.

Slight scour present, exposing footings at bent 3 and 4.

Bents 3 and 4, both columns have had footings and seals exposed in the past.

No seals exposed at this inspection.

Bent 3 column 1 Heavy upstream debris is still present but is silting in around the footing. Footing is exposed 1'.

The debris On bent 3 column 1 makes inspection of the footing difficult. Needs to be removed.

Bent 4 column 1 footings is exposed 2.5' and column 2 footing is exposed 1'.

Bent 3 column 2 has gun shot spalls on the back face with no rebar exposed.

Detailed Inspection:

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

Bents Inspected:

Boat Used:

Bents 2 through 4 Bent Construction:

Inspection Type:

Concrete columns on footings and seals.

Maximum Water Depth: 10 Water Level Reference: Bridge height to cap is 16' on bent 2 downstream.

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: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Exposed footings at bent 4

Stream bank at bent 4

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Typical shrinkage cracking in span 4

Abrasion in span 3

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Typical shrinkage cracking in span 3

Typical shrinkage cracking in span 2

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Typical transverse cracking

Typical shrinkage cracking in span 1

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Stream bank at bent 2

Pop out with exposed rebar in the rear face of bent 2 under beam 2

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Drift at bent 3

Downstream

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Longitudinal cracking in the rear approach slab

Direction of Inventory- East

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Bent 2 (5/6/2025) Divers

Bent 3 column 1 debris (5/6/2025) Divers

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Overall Bridge Railing

Transition

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Specialized Team 1. (5-13-24) Span 2 Bay 4 edge beam cracking.

Specialized Team 1. (5-13-24) Span 1 Beam 4 forward end spall.

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Specialized Team 1. (5-13-24) Typical Cap cracking.

Specialized Team 1. (5-13-24) Typical Cap cracking.

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

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

Specialized Team 1. (5-13-24) Span 2 Bay 3 deck panel cracking up to .060" wide.

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Specialized Team 1. (5-13-24) Bent 3 Column 2 gunshot spalls.

Specialized Team 1. (5-13-24) Debris built up at bent 3.

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Specialized Team 1. (5-13-24) Cap 3 right face cracking.

Specialized Team 1. (5-13-24) Span 3 Beam 5 bottom flange spall.

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Specialized Team 1. (5-13-24) Typical Barings.

Specialized Team 1. (5-13-24) Cap 3 forward face spall under beam 4.

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Specialized Team 1. (5-13-24) Cap 3 horizontal cracking over column 2.

Typical bearing pad

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

Typical bent and columns

Under view Span 2 shown

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

County line marker on right rear corner of bridge

Channel sketch

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2

/26

/20

/31

/20

/24

/20

/25

/20

/23

/20

/06

/20

/25

/20

/21

/20

/03

/20

/20

/20

/15

/20

/29

/20

/25

/20

/05

/20

/13

/20

/06

/20

/28

/20

Deck Superstructure Substructure Culverts Channel Scour

Condition History

Inspection Date Deck Superstructure Substructure Culverts Channel Scour Critical

08/28/2025 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

08/25/2021 7 7 7 N 6 N

06/29/2021 7 7 7 N 6 N

06/15/2020 7 7 7 N 6 N

08/20/2019 7 7 6 N 6 N

10/03/2017 7 7 6 N 6 N

08/21/2017 7 7 6 N 6 N

07/25/2016 7 7 6 N 6 N

10/06/2015 7 7 5 N 6 N

10/23/2013 7 7 5 N 6 N

10/25/2011 7 7 5 N 6 N

11/24/2009 7 7 5 N 6 N

10/31/2007 7 7 5 N 6 N

10/26/2005 7 7 5 N 6 N

Team Lead: Billy Lanthrip, Inspection Date: 08/28/2025 County: 219 - Oconee, District: 1, Inspection Area: 2