Addendum 7 - Pine Knot Lp

2 MB Posted

Attached to
Marion County Seven Bridges Maintenance & Repairs
Solicitation number
7BR
Issued by
Miller County, Georgia

About this file

This is a Bridge Inspection Report addendum prepared by the Georgia Department of Transportation for Marion County, documenting the condition of the Pine Knot Loop Bridge (Structure ID 197-5027-0) over Pine Knot Creek. The inspection was conducted on April 9, 2019, by a team led by Jason T. Edwards with assistant Justin Martin. The 144-foot-by-23.9-foot bridge, built in 1961 and transferred to Marion County in 2000, consists of nine spans with W12X27 steel beams supported on original timber piles and partially replaced steel straddle bents with concrete caps. The deck is a 6-inch reinforced concrete surface with moderate to heavy shrinkage and transverse cracking, while the superstructure received a condition rating of 7 (Good) and the substructure received a condition rating of 4 (Poor). Load posting was reduced following the inspection, with a letter sent on April 29, 2019.

The inspection identified multiple maintenance deficiencies requiring priority action, including pile repair (Priority B), deck spall repairs across various locations (Priority B), guardrail repair at abutment 10 (Priority C), bridge joint sealing (Priority C), and brush and tree cutting (Priority C). Significant deterioration includes severely corroded rebar with spalls up to 34 inches in diameter on the deck bottom, heavily corroded steel piles and caps requiring cleaning and painting, timber pile decay in bent 6 measuring 2.5 inches deep by 19 inches long, and a scour hole developed between bents 8 and 9. All deck joints are leaking, and half of span 1 and all of span 9 have asphalt overlays. The bridge qualifies for maintenance and repair improvements under the Marion County Seven Bridges project, which includes this and six additional county bridges requiring comprehensive work.

Text of this file

Georgia Department of Transportation

6-Revised inventory or operating ratings; load limits

Bridge Inspection Report

District: 4841300000 - D3 District Three

Structure ID:

Location ID:

197-5027-0

197-00207X-000.45N

Inspection Area:

Over: PINE KNOT CREEK

Road Name:

County:

Bridge Information:

Marion

PINE KNOT LOOP

Structure ID:

Marion

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Inspection Date:

Evaluation

Topside Inspection Team

Team Leader: Jason T. Edwards

Justin MartinAssistants:

04/09/2019Inspection Type: General

Deck

NBIS Condition 6 - Satisfactory Condition

6" concrete deck

Moderate to heavy shrinkage and light transverse cracking and scaling with exposed aggregate.

Minor working longitudinal cracking on bottom of deck.

Bottom side of deck patches at temporary piles are spalled with rust stains, and some have large spalls with exposed rebar that is heavily corroded with very little rebar remaining - spall diameter is 34" diameter x 2.5" deep.

Half of span 1 has been overlaid with asphalt, also all of span 9 has been overlaid with 1" of asphalt

All deck joints are leaking.

Material: O. Concrete

1. ConcreteDeck Wearing Surface Type:

Superstructure

NBIS Condition 7 - Good Condition

7 W12X27 beams.

Exterrior beams have small bolt holes.

Year Painted:

Temperature (F):

1986Material: M. Steel

Paint Type : 1- Lead Chromate Oil Alkyd System

Substructure

NBIS Condition 4 - Poor Condition

4- origianl timber piles under concrete caps (Cap size 22" H x 20" W x 25.5' L.) some timber piles have been replaced with steel straddle bents consisting of HP12X74 piles and HP12X74 caps.

They are listed as follows:

Pile 2, bent 4 (replaced with a single HP 12 x 74 pile and a concrete encasement)

Pile 2, bent 6 (steel straddle bent with 2 steel HP 12 x 74 piles)

Pile 3, bent 7 (steel straddle bent with 2 steel HP 12 x 74 piles)

Piles 2 and 4, bent 8 (steel straddle bent with 2 steel HP 12 x 74 piles at each pile)

Pile 1, bent 9 (steel straddle bent with 2 steel HP 12 x 74 piles)

Concrete caps have light to moderate cracking and scaling.

Steel caps and piles have light to moderate corrosion with some blistering and need cleaning and painting.

Pile 3, bent 6 has a 2 1/1"D x 6"H x 19"L rotten section.

Forward side of cap at bent 9 has a 1 sq. ft. spall with exposed rebar.

Year Painted:Material: L. Timber-Steel-Concrete

0- Not ApplicablePaint Type :

General

Built: 1961 144' x 23.9' The bridge was given to the county in 2000.

Water data pipe attached to cap at bent 4 on down stream side.

Curb at Abutment 10 has spalled 28"L x 12"h 3"d.

Scour hole has developed between bents 8 and 9.

Posting reduced; Letter sent 4/29/2019. wbp

This Bridge:

Printed: 04/29/2019 Page 2 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Confined Space: Traffic Control Needed:No No

Conditional Situations

Access Equipment:

Waders:

None

Hip boots

Topside Boat: None

Special Imaging Device: None

Equipment Used

Load Rating and Posting

Truck Type Gross/H-Modified HSModified Tandem 3-S-2 Log Piggy

Calculated Posting

Posting Required

Existing Posting

16 23 16 27 22 00

Yes No Yes No Yes No

21 00 22 21 29 00

Item 103 Temporarily Shored : Posting Required:Yes Yes

B. Open, posting recommendedItem 41 - Structure Open, Posted or Closed:

Element Data

Element Quantity State 1 State 2 State 3 State 4Parent Element Env*Measurement Unit

12-Reinforced Concrete Deck 3600 2608 9922SQUARE FEET

510-Wearing Surfaces (12) 200 12-Reinforced Concrete

Deck

2002SQUARE FEET

107-Steel Open Web Girder/Beam 1008 10082Linear Foot

515-Steel Protective Coating (107) 3627 107-Steel Open Web

Girder/Beam

36272SQUARE FEET

215-Reinforced Conc Abutment 52 522Linear Foot

225-Steel Pile 11 112Each

515-Steel Protective Coating (225) 277225-Steel Pile 2772SQUARE FEET

228-Timber Pile 26 17 3 62Each

234-Reinforced Conc Pier Cap 208 206 22Linear Foot

301-Pourable Joint Seal 225 0 2252Linear Foot

330-Metal Bridge Railing 288 2882Linear Foot

Env* = Environment

Defects

Element State 2 State 3 State 4Defect

12-Reinforced Concrete Deck 105Cracking (RC and Other)

12-Reinforced Concrete Deck 864Abrasion/Wear (PSC/RC)

12-Reinforced Concrete Deck 23Delamination/Spall/Patched Area

228-Timber Pile 3 6Decay/Section Loss

234-Reinforced Conc Pier Cap 2Cracking (RC and Other)

301-Pourable Joint Seal 225Leakage

Printed: 04/29/2019 Page 3 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Maintenance Items

Activity Work

Quantity Priority Location

Completion

Date Comments

Inspection

Date

825 - PILE REPAIR/RELATED

REP (NUMBER PILES)

B Pile 3, bent 6 replace04/09/2019

615 - REPAIR/INSTALL

GUARDRAIL (LINEAR FEET)

C abutment 10 repair guardrail04/09/2015

810 - DECK REPAIR (SQUARE

FEET)

B various repair spalls04/09/2015

520 - BRUSH AND TREE

CUTTING (PERSON HOURS)

C all cut and remove brush and tree 04/09/2015

800 - BRIDGE JOINT SEALING

(LINEAR FEET)

C all clean and seal04/09/2015

Printed: 04/29/2019 Page 4 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

No Specialized Inspection performed on this bridge.

Printed: 04/29/2019 Page 5 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

No Other Special Inspection performed on this bridge.

Printed: 04/29/2019 Page 6 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

No Fracture Critical Inspection performed on this bridge.

Printed: 04/29/2019 Page 7 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Bridge Components

Bearing Data

Span # Rear Type Bearing Forward Type Bearing Remarks

1 08 - Beam on Cap08 - Beam on Cap

2 08 - Beam on Cap08 - Beam on Cap

3 08 - Beam on Cap08 - Beam on Cap

4 08 - Beam on Cap08 - Beam on Cap

5 08 - Beam on Cap08 - Beam on Cap

6 08 - Beam on Cap08 - Beam on Cap

7 08 - Beam on Cap08 - Beam on Cap

8 08 - Beam on Cap08 - Beam on Cap

9 08 - Beam on Cap08 - Beam on Cap

Superstructure Data

Span # Beam Type Beam Spacing RemarksLength # Beams

1 4Steel W12X2716 7

2 4Steel W12X2716 7

3 4Steel W12X2716 7

4 4Steel W12X2716 7

5 4Steel W12X2716 7

6 4Steel W12X2716 7

7 4Steel W12X2716 7

8 4Steel W12X2716 7

9 4Steel W12X2716 7

Printed: 04/29/2019 Page 8 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

This bridge has no intersected feature.

Printed: 04/29/2019 Page 9 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

No Underwater Inspection performed on this bridge.

Printed: 04/29/2019 Page 10 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

F :

C :

D :

A :

B :

E :

Waterway Information

G :

H :

J :

I :

K :

Location of Bridge Height :

Scour Condition :

Waterway Adequacy :

Channel Protection :

Comments :

5' forward Bent 5

Substructure Skew = Channel Skew = Stream Angle =0 0 0

Bridge Height Taken: UPSTREAM

Printed: 04/29/2019 Page 11 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Actual Vertical Clearance at

Point of Impact :

Total # of Beams in Span :

# of Damaged Beams :

Beam Type :

Span # with Beam Damage :

Minimum Vertical Clearance :

0 ft - 0 in

0 ft - 0 in

Collision Information

Posted Vertical Clearance :

Report Type :

0 ft - 0 in

Report Date :

Damage Location in Span :

Damage Details :

Repair Details :

Damage Type : 0.0

Additional Comments :

Repairs Required : No Repairs Made : No

Printed: 04/29/2019 Page 12 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Photographs

197-5027-0_B_8;BENT-6 (2).jpg

SKETCH

197-5027-0_roadway_2019-4-9.JPG

Looking north

197-5027-0_sideview_2019-4-9.JPG

Required sideview

197-5027-0_superstructure_2019-4-9.JPG

Typical underneath

197-5027-0_forward_posting_2019-4-9.JPG

Posted on both sides

197-5027-0_rear_posting_2019-4-9.JPG

Posted on both sides

Printed: 04/29/2019 Page 13 of 14

197-5027-0

Inspection Area:

Road Name:

4841300000 - D3 District ThreeDistrict:

PINE KNOT LOOP

Location ID:

County:

197-00207X-000.45N PINE KNOT CREEKOver:

Photographs

197-5027-0_pile_3_bent_6_2019-4-9.JPG

Pile 3, bent 6 2 1/2" D x 6"H x 19"L rotten section

197-5027-0_bottom_deck_spalling_2019-4-9.JPG

Bottom of deck spall with exposed rebar, this is where holes were put in the deck for replacement piles

Printed: 04/29/2019 Page 14 of 14

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