Addendum 1 - Harts Mill Rd

Owner: 2-County Highway Agency

Latitude:32.23347, Longitude:-84.43966

Route:00114 Log:4

District 3, Marion County

Team Leader: Jason Edwards

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

County: Marion, District: 3, Inspection Area: 8 HARTS MILL ROAD over MUCKALEE CREEK (197-00114X-003.58E)

IDENTIFICATION

(1) State Names 13-Georgia

(8) Structure Number 197-5019-0

(5) Inventory Route 00114

(2) Highway Agency District 3

(3) County Code Marion

(4) Place Code 0

(6) Features Intersected MUCKALEE CREEK

(7) Facility Carried HARTS MILL ROAD

(9) Location 7 MI SE OF BUENA VISTA

(11) Mile Point 4 mi

(12) Base Highway Network Yes

(13) LRS Inventory Rte & Subrte 1972011400

(16) Latitude 32.23347

(17) Longitude -84.43966

(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 0

Material 0-Other Type 0-Other

(45) No. of Spans in Main Unit 5

(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

8-UnknownType of Deck Protection

AGE AND SERVICE

(27) Year Built 1960

(106) Year Reconstructed

(42) Type of Service 15

On 1-Highway Under 5-Waterway

(28) Lane On 2

Under 0

(29) Average Daily Traffic 140

(30) Year of ADT 2011

(109) Truck ADT 1 %

(19) Bypass, Detour Length 7 mi

CLASSIFICATION

(112) NBIS Bridge Length Y

(104) Highway System 0

(26) Functional Class 9-Rural Local

(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 T-Temporary structure(s) or condition

(105) Federal Lands Highways 0-N/A

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

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

(21) Maintain 2-County Highway Agency

(22) Owner 2-County Highway Agency

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

GEOMETRIC DATA

(48) Length of Maximum Span 16 ft

(49) Structure Length 80 ft

(50) Curb or Sidewalk Width

Left 0.6 ft Right 0.6 ft

(51) Bridge Roadway Width Curb to Curb 24 ft

(52) Deck Width Out to Out 25.2 ft

(32) Approach Roadway Width (W/Shoulders) 20 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 24 ft

(53) Min Vert Clear Over Bridge Rdwy 99.99 ft

(54) Min Vert Underclear 0 ft Ref:

(55) Min Lat Underclear RT

0 ft

0 ft Ref:

(56) Min Lat Underclear LT

NAVIGATION DATA

(40) Navigation Horizontal Clearance 0 ft(116) Vert-Lift Bridge Nav Min Vert Clear 0 ft(39) Navigation Vertical Clearance

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

0 ft

LOAD RATING AND POSTING

(31) Design Load 1-MS 22.5 or greater; HS 25 or greate

(63) Operating Rating Method 0

(64) Operating Rating

Type 0-Field evaluation and documented engineering Rating 7

(65) Inventory Rating Method 0-Field evaluation and documen

(66) Inventory Rating

Type 5 Rating 4

(70) Bridge Posting

(41) Structure Open/Posted/Closed K-Bridge closed to all traffic

0-> 39.9% below

APPRAISAL

(67) Structural Evaluation 2

(68) Deck Geometry 5

(69) Clearances, Vertical/Horizontal N

(71) Waterway Adequacy 8

(72) Approach Roadway Alignment 6

(36) Traffic Safety Features 0000 A) Bridge Railings B) Transitions 0-Inspected feature does not meet c C) Approach Guardrail 0-Inspected feature does not meet c D) 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 31-Replacement of bridge or ot

(76) Length of Structure Improvement 1401 ft

(94) Bridge Improvement Cost $ 83

(95) Roadway Improvement Cost $ 130

(96) Total Project Cost $ 249

(97) Year of Improvement Cost Estimate 1990

(114) Future ADT 210

(115) Year of Future ADT 2031

INSPECTIONS

(90) Inspection Date 04/2019

(91) Frequency 24 Months

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

Done Freq. (Mon) Date No No No

CONDITION

(62) Culverts 6(61) Channel & Channel Protection 2(60) Substructure 7(59) Superstructure 7(58) Deck

N

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Evaluation

Deck

Superstructure

Substructure

NBIS Condition: 7 Material: O. Concrete Deck Wearing Surface: 0-None (no additional concrete thickness or wearing surface is included in the bridge deck)

Deck Evaluation:

5" concrete deck

Minor shrinkage cracking and light scaling.

All deck joints are leaking.

NBIS Condition: 7 Material: M. Steel Year Painted: 1960 Paint Type: 1- Lead Chromate Oil Alkyd System

Superstructure Evaluation:

7-S10X25.4 beams in 5 at 16'= 80' Full lateral supports.

Paint is peeling and flaking on all beams.

All beams have minor corrosion.

Forward side of span 1 has shifted toward rear, leaving 4.5" of bearing remaining.

Forward side of span 5 has shifted toward forward 3".

Substructure Evaluation:

4-timber piles under concrete caps. Cap size 20"H x 20" W x 25.5' L.. 84 degree battered exterior pile.

.Piles 1 and 2 at bent 2 have been replaced with a straddle bent (6 total piles) Bent 3 still has the (4) original piles Pile 4 at bent 4 has been replaced with a straddle bent (5 total piles) Piles 1 and 2 at bent 5 have been replaced with a straddle bent (6 total piles)

Caps have minor cracking.

Pile 4, bent 2 has a 6"D x 18"W x 3'H rotten section.

Pile 3, bent 5 is 100% rotten.

Erosion at abutment 1--3.5' under x 27" deep x 7' length Erosion under cap at abutment 6-- 3.5' under x 2.6' deep x 10' length and 05/2008.-extended under approach slab 4'L x 2'W x 1' D and needs to be repaired.

Structure is temp. shored, substructure condition code reflects the substructure without repairs.

NBIS Condition: 2 Material: K. Timber- Concrete

Year Painted: Paint Type: 0- Not Applicable

General

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

This Bridge:

Built: 1960 80' x 24' Logan design

Structure Closed due to deteriorated substructure. 3/2021.

Confined Space: No Traffic Control: No

Conditional Situations Underwater Inspection: Specialized Inspection:No No

Equipment Used NoneAccess Equipment: Topside Boat: None

NoneSpecial Imaging Device:Hip bootsWaders:

103-Temporarily Shored: T- Temporary structure(s) or conditions exist.

41-Structure Open, Posted, Closed: K-Bridge closed to all traffic

Calculated Posting Truck Type

Posting required Existing Posting

Gross/H-Mod

HSMod

Tandem

3-S-2

Timber

Piggyback

Load Rating and Posting

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

ELEM DESCRIPTION UNITS TOTAL CS1 CS2 CS3 CS4

12 Reinforced Concrete Deck SF 2020 1974 46 0 0

1130 Cracking (RC and Other) SF 8 0 8 0 0

107 Steel Open Girder/Beam LF 560 490 70 0 0

1000 Corrosion LF 14 0 14 0 0

515 Steel Protective Coating SF 1725 0 0 1725 0

3440 Effectiveness (Steel Protective Coatings) SF 345 0 0 345 0

215 Reinforced Concrete Abutment LF 52 45 7 0 0

4000 Settlement LF 7 0 7 0 0

228 Timber Pile EA 21 19 0 0 2

1140 Decay/Section Loss EA 1 0 0 0 1

234 Reinforced Concrete Pier Cap LF 104 104 0 0 0

301 Pourable Joint Seal LF 120 0 0 120 0

2310 Leakage LF 24 0 0 24 0

321 Reinforced Concrete Approach Slab SF 960 960 0 0 0

510 Wearing Surfaces SF 960 960 0 0 0

330 Metal Bridge Railing LF 160 160 0 0 0

Elements & Defects

Maintenance Items

Activity Priority Location Comments 520-Brush and Tree Cutting C all cut and remove

800-Bridge Joint Sealing C all joints clean and seal

550-Erosion control B both abutments repair settlement 000-Bridge Painting C all beams clean and paint 825-Pile Replacement B Pile 4, bent 2 825-Pile Replacement B Pile 3, bent 5

Team Lead: Jason Edwards, Inspection Date: 03/29/2021 County: Marion, District: 3, Inspection Area: 8

Bridge #197-5019-0(Routine)

Superstructure Data

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 Beam on Cap Beam on Cap 4 Beam on Cap Beam on Cap 5 Beam on Cap Beam on Cap

Span # Beam Type Beam Spacing (ft) Span Length (ft) # Beams Remarks 1 Steel Beam 4 16 7 S10X25.4 2 Steel Beam 4 16 7 S10X25.4 3 Steel Beam 4 16 7 S10X25.4 4 Steel Beam 4 16 7 S10X25.4 5 Steel Beam 4 16 7 S10X25.4

Team Lead: Jason Edwards, Inspection Date: 03/29/2021 County: Marion, District: 3, Inspection Area: 8

Waterway Information

Station Upstream+ Upstream- Downstream+ Downstream-

1 1.9 2.1

2 10.3 10 12.6 10

3 12 11 13.4 13

4 15 14.8 11.8 12

5 9.3 12 9 10.4

6 3.2 2.1

Span # Length (ft)

1 16

2 16

3 16

4 16

5 16

Team Lead: Jason Edwards, Inspection Date: 03/29/2021 County: Marion, District: 3, Inspection Area: 8

Channel Information

A: 11 B: 3 C: 8 D: 14.4 E: 1 F: 40 G: 11 H: 13 I: 16 J: 2 K: 6

Location of Bridge Height:

Bridge Height Taken:

Scour Condition:

Waterway Adequacy:

Channel Protection:

8' forward bent 3 1-Downstream

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

0-0

00-00 00-00

0-N/A N-Feature not a highway or railroad

N

Vertical Clearance

+ Substructure Skew = 0 - Channel Skew = 30 Angle of Stream Attack = 30

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Underwater Report

05/15/2006 JWO All piles were cored and found to be in fair condition. Bent 3 pile 1 has been marked for replacement by topside inspectors. We cored the pile at the water line and had a penetration of 1/8". Bent 4 pile 1 is up on the bank.

Detailed Inspection:

Diver: Standby Diver:Dive Supervisor:

Bents Inspected:

Boat Used:

Bents 3 and 4 Bent Construction:

Inspection Type:

Timber pile

Maximum Water Depth: Water Level Reference:

Bridge Inspection Procedure:

Condition Ratings:

Substructure: Channel Protection: Scour: Underwater:62 106 Waterway Adequacy: 8

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Collision Information

Beam Type Span Number with Beam Damage:

Total Number of Beams in Span:

Number of Damaged Beams:

-Minimum Vertical Clearance:

Actual Vertical Clearance:

Posted Vertical Clearance:

Damage Location in Span:

Repairs Required: No Repairs Made:

Additional Comments:

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Rear closure

Forward closure

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Required sideview

Forward posting

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Pile 3, bent 5 is 100% rotten

Pile 3, bent 5 100% rotten

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Pile 4, bent 2 has a 6"D x 18"W x 3'H rotten section

Rear posting

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Required roadway

Superstructure

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)

Bent 5 sketch; updated 2021

SKETCH

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine) drawing

Team Lead: Jason Edwards, Inspection Date: 03/29/2021

Bridge #197-5019-0(Routine)