A00819-608460.pdf

Massachusetts Department Of Transportation Highway Division Proposal No. 608460-130088

A00819 - 1

DOCUMENT A00819

BRIDGE INSPECTION REPORT

Massachusetts Department Of Transportation Highway Division

A00819 - 2

THIS PAGE INTENTIONALLY LEFT BLANK

1. Abutments

3. Pile Bents

2. Piers or Bents

Dive Cur

OVERHEAD SIGNS

(Attached to bridge)

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

DEFDECK SUPERSTRUCTURE SUBSTRUCTURE

1.

2.

3.

4.

a.

b.

c.

d.

e.

f.

g.

6.

7.

8.

5.

9.

10.

11.

12.

13.

14.

15.

Year Painted

COLLISION DAMAGE: Please explain

LOAD DEFLECTION: Please explain

LOAD VIBRATION: Please explain

CURB REVEAL

ITEM 58

(In millimeters)

APPROACHES DEF

DEF

(Y/N) a.

b.

c.

a.

b.

c.

Any Cracks:

(Y/N)

(Y/N)

COLLISION DAMAGE:

UNDERMINING (Y/N) If YES please explain

SCOUR: Please explain

I-60 (Dive Report):

Any Fracture Critical Member:

93B-U/W (DIVE) Insp a.

b.

c.

d.

e.

f.

g.

DEF DEF

X=UNKNOWN N=NOT APPLICABLE H=HIDDEN/INACCESSIBLE R=REMOVED

ITEM 59 ITEM 60

RTN(1)7-96

h.

i.

j.

k.

a.

b.

c.

d.

e.

f.

g.

h.

i.

a.

b.

c.

d.

e.

I-60 (This Report):

l.

m.

j.

k.

d.

STRUCTURES INSPECTION FIELD REPORT2-DIST B.I.N. BR. DEPT. NO.

CITY/TOWN 8.-STRUCTURE NO. 41-STATUS 90-ROUTINE INSP. DATE

MEMORIAL NAME/LOCAL NAME 27-YR BUILT 106-YR REBUILT YR REHAB'D (NON 106)

06-FEATURES INTERSECTED 26-FUNCTIONAL CLASS

43-STRUCTURE TYPE 22-OWNER 21-MAINTAINER

WEATHER TEMP. (air)

TEAM LEADER

07-FACILITY CARRIED

TEAM MEMBERS107-DECK TYPE

1PAGE OF

)None ( Minor ( Moderate ( Severe ()))

)None ( Minor ( Moderate ( Severe ()))

)None ( Minor ( Moderate ( Severe ()))

)None ( Minor ( Moderate ( Severe ()))

)None ( Minor ( Moderate ( Severe ()))

DIST. BRIDGE INSPECTION ENGINEER

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

ROUTINE INSPECTION02 12J

H-01-005

11-Kilo. POINT

HADLEY H01005-12J-DOT-NBI 010.621 A:OPEN OCT 5, 2023

M. Barrett

Urban Arterial

A. Power

201 : Concrete continuous Slab State Highway Agency

State Highway Agency

1 : Concrete Cast-in-Place J. LENARES

5 5 5

Wearing Surface 6 M-P Stringers N - 5

Deck Condition 5 M-P Floorbeams N - Pedestals N N -

Bridge Seats N H - Stay in Place Forms N - Floor System Bracing N - Backwalls N N -

Curbs 6 - Girders or Beams N - Breastwalls N 5 M-P

N N - N - Trusses - General N - Wingwalls

Median N 5 M-P N

Slope Paving/Rip-Rap

6 - Upper Chords

Sidewalks Pointing N N -

Lower Chords N - N N - Parapets N -

Footings

Web Members N - Timber Piles N H -

Railing 6 - Scour N 5 M-P Lateral Bracing N -

N - Settlement N 7 -

Anti Missile Fence Sway Bracings N - N N -

Drainage System 6 - Portals N - N N -

Lighting Standards N - N End Posts N -

6 M-P N N -

Utilities Pin & Hangers N Pedestals

- Caps N N -

Deck Joints N - Conn Plt's, Gussets & Angles N - Columns N N -

Cover Plates N N N N - -

Stems/Webs/Pierwalls -

Pointing N N -

N - Bearing Devices N - Footing N N -

Diaphragms/Cross Frames N - Piles N N - N -

N N N

Rivets & Bolts - Scour -

Settlement N N E W -

Welds N - N N - 215 240

Member Alignment 7 - N N -

Paint/Coating N 5

N 6 - Concrete Slab 5

Pile Caps M-P

Appr. pavement condition 6 M-P Piles N 5 M-P

Diagonal Bracing N 6 - Appr. Roadway Settlement 7 - Horizontal Bracing N 6 -

Appr. Sidewalk Settlement 5 M-P Fasteners N 6 -

XN - N

N X

X

X Condition of Welds N - X

Condition of Bolts N - N 7 5 Condition of Signs N -

N 03/24/2016

ST 47 BAY RD 1935 0000 0000

WATER FORT RIVER

Overcast 23°C

N

A00819 - 3

RATING If YES please give priority:

HIGH ( MEDIUM ( LOW ( )))

CLEARANCE POSTING

Out of service - beyond corrective action.

ITEM 61 (This Report):

DEFECTS

Excellent condition.

No problem noted.

Some minor problems.

Major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stablility.

Bridge is closed to traffic but corrective action may put it back in light service.

Structural elements show some minor deterioration.

All primary structural elements are sound but may have minor section loss, cracking, spalling or scour.

Advanced section loss, deterioration, spalling or scour.

Loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present.

Advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the bridge until corrective action is taken.

REASON:

Recommend for Rating or Rerating (Y/N):

Date:

Rating Report (Y/N):

CHANNEL &

CHANNEL PROTECTION

RTB(2)04-07

ACCESSIBILITY

Lift Bucket

Ladder

Boat

Waders

Inspector 50

Rigging

Staging

Traffic Control

RR Flagger

Police

Other:

(Y/N/P)

DEF

ITEM 36 TRAFFIC SAFETY

36 COND

A. Bridge Railing

B. Transitions

C. Approach Guardrail

D. Approach Guardrail Ends

ITEM 61

WEIGHT POSTING Not Applicable

Actual Posting

Recommended Posting

Waived Date:

Signs In Place

EJDMT Date:

(Y=Yes,N=No, NR=NotRequired) Legibility/ Visibility

At bridge Other Advance

STREAM FLOW VELOCITY:

ITEM 61 (Dive Report):

93b-U/W INSP. DATE:

PLANS (Y/N):

TOTAL HOURS

Signs In Place

Legibility/ Visibility

Not

Actual Field Measurement

Posted Clearance inft

List of field tests performed:

S= Severe/Major Deficiency

C-S= Critical Structural Deficiency -

M= Minor Deficiency

CATEGORIES OF DEFICIENCIES:

URGENCY OF REPAIR:

DEFICIENCY:

I = Immediate-

A = ASAP-

P = Prioritize-

At bridge Advance

(For Items 58, 59, 60 and 61)

Dive Cur DEF

Deficiencies which are more extensive in nature and need more planning and effort to repair. Examples include but are not limited to: Moderate to major deterioration in concrete, Exposed and corroded rebars, Considerable settlement, Considerable scouring or undermining, Moderate to extensive corrosion to structural steel with measurable loss of section, etc.

Deficiencies which are minor in nature, generally do not impact the structural integrity of the bridge and could easily be repaired. Examples include but are not limited to: Spalled concrete, Minor pot holes, Minor corrosion of steel, Minor scouring, Clogged drainage, etc.

A defect in a structure that requires corrective action.

[Shall be prioritized by District Maintenance Engineer or the Responsible Party (if not a State owned bridge) and repairs made when funds and/or manpower is available].

[Action/Repair should be initiated by District Maintenance Engineer or the Responsible Party (if not a State owned bridge) upon receipt of the Inspection Report].

A deficiency in a structural element of a bridge that poses an extreme unsafe condition due to the failure or imminent failure of the element which will affect the structural integrity of the bridge.

C-H= Critical Hazard Deficiency A deficiency in a component or element of a bridge that poses an extreme hazard or unsafe condition to the public, but does not impair the structural integrity of the bridge. Examples include but are not limited to: Loose concrete hanging down over traffic or pedestrians, A hole in a sidewalk that may cause injuries to pedestrians, Missing section of bridge railing, etc.

[Inspector(s) immediately contact District Bridge Inspection Engineer (DBIE) to report the Deficiency and to receive further instruction from him/her].

meterinft

SERIOUS

CRITICAL

"IMMINENT" FAILURE

FAILED

NOT APPLICABLE

CODE CONDITION

G

G

G

F

F

P

P

C

C

N

EXCELLENT

VERY GOOD

GOOD

SATISFACTORY

FAIR

POOR

Needed Used

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

(Y=Yes,N=No, NR=Not Required)

2PAGE OF

DEFICIENCY REPORTING GUIDE

Inspection data at time of existing rating

I 58: I 59: I 60: Date :

(V.C.R.)

TAPE#:

(Y/N):

1.

2.

3.

5.

6.

7.

8.

4.

CONDITION RATING GUIDE

Tidal ( High ( Moderate ( Low ( None ( )))))

3S2 SingleH 3

6 -

N N 3 S-P

N N 3 S-P N N

N 6 - 3 S-P Y Y

N 6 - X P Y

N 5 M-P N N

N N N 7 -

P Y N N -

N N N 6 - P Y

N 6 -

N N - N N

Y X

N

X

Y N

5 5 5

N N N N

N N N N

00/00/0000 00/00/0000

0 0

0 0

6 6

03/24/2016

06/01/2021

N S N S

E W E W

E W

12J H01005-12J-DOT-NBIHADLEY OCT 5, 2023H-01-005

10/31/2017

Channel Scour

Fender System

Aggradation

Rip-Rap/Slope Protection

Utilities

Vegetation

Debris

Embankment Erosion

A00819 - 4

PAGE

REM.(2)7-96

REMARKS

12J H01005-12J-DOT-NBI

3 23

HADLEY OCT 5, 2023

OF

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

H-01-005

BRIDGE ORIENTATION

Bridge carries State Route 47, north and south, over the Fort River which flows from east to west.

Per the 7/1/2018 Rating Report, the 7 bents and 8 spans are numbered from south to north. The piles are numbered from west to east. See Sketches 1 - 3.

GENERAL REMARKS

Traffic Control:

Two Police Officers are needed a one-lane, alternating traffic set-up if the UBIU (Aspen 62) is to be utilized.

Water Level:

Previous reports note that the water level fluctuates by up to 10' at this structure. High water levels may prevent streambed inspection by above water inspection team.

ITEM 58 - DECK

Item 58.1 - Wearing Surface Hot mix asphalt (HMA) Wearing Surface has minor longitudinal cracking and a core hole in the southbound lane. See Photo 1.

Northbound Lane:

• 20' from north end, there is a pothole, 8" long x 14" wide x 2" deep.

• 25' from north end, there is a patched pothole 18" diameter. See Photo 2.

Item 58.2 - Deck Condition Deck Underside has minor cracking with rust staining and efflorescence, delaminations, and scaling/spalling with corroded rebar. Several various concrete patches in all Spans. See Sketch 4 and Photos 3 & 4.

Item 58.4 - Curbs East & West Curbs have reflective placards along the interior face.

East & West Curbs have some scattered hairline cracking with rust staining and efflorescence.

East Curb:

• 15' from the north end, spalled area with exposed rebar, 4' long x 6" high x 4" deep. See Photo 5.

• 60' from the north end, delaminated area 6" wide x 14' long with cracking and rust staining.

Item 58.6 - Sidewalks Sidewalk Surface had scattered transverse cracking up to 1/8" wide.

Sidewalk Underside has random transverse hairline cracks with efflorescence, delaminations and scaling.

East Fascia Sidewalk Support Beam has some deterioration to the vertical and horizontal faces.

See Photo 6.

See Sketch 4 for sidewalk beam & sidewalk underside defects.

Item 58.8 - Railing Railing consists of three 4" wide x 6" high concrete rails, the top of which is 3' high off the sidewalk, and 10" x 10" x 3'-3" high concrete posts.

A00819 - 5

REMARKS

12J H01005-12J-DOT-NBI

4 23

HADLEY OCT 5, 2023

OF

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

H-01-005

Railings have minor chips and spalls.

East Railing, south end, has moderate vegetation growth.

Item 58.10 - Drainage System Bridge Deck Underside around the drain holes has scaling and spalling, with severe corrosion to the old and new drain pipes. See Sketch 4 & Photo 4.

Item 58.12 - Utilities Concrete Supports for the utility pipe are cracked, delaminated, and spalled with exposed and corroded rebars. See Sketch 4 & Photo 7.

Bridge has retro-fit galvanized steel utility hangers and U-bolts in all spans except for 1, & 6 - 8. Hanger bolts of the Span 4 retro fit are loose.

In Spans 1, 4, 5, 7, & 8, the insulation wrap is falling off the pipe. Some new insulation and insulation protection installed on the utility pipe in Spans 3 - 6.

APPROACHES

Approaches a - Appr. pavement condition South Approach:

• Transverse cracking and slight breakup at the deck interface.

• Southbound lane has minor segregation.

North Approach:

• Moderate transverse & longitudinal cracking up to 0.3" wide.

• A few small areas of broken pavement, and a patched pothole 18" wide x 4" long x 2" deep.

• Two patched cores holes in the Southbound Lane near the right wheel path.

• Pothole adjacent to the deck end, southbound lane, near centerline, 8" long x 18" wide x 1.5 deep.

See Photo 8.

Approaches c - Appr. Sidewalk Settlement North HMA approach sidewalk has 3" of settlement. See Photo 9.

South HMA approach sidewalk has 2" of settlement.

ITEM 59 - SUPERSTRUCTURE

Item 59.15 - Concrete Slab Refer to Item 58.2. - Deck Condition.

ITEM 60 - SUBSTRUCTURE

Item 60.1 - Abutments Item 60.1.d - Breastwalls North & South Breastwalls have large spalled areas along the top edges.

North Breastwall:

• West corner, top is spalled with exposed rebar, 2' wide x 1.3' high x up to 2" deep.

• Center section, top is spalled, 25' wide x 1' high x up to 2" deep.

A00819 - 6

REMARKS

12J H01005-12J-DOT-NBI

5 23

HADLEY OCT 5, 2023

OF

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

H-01-005

South Breastwall, top is spalled with exposed rebar and minor efflorescence, 39' wide x up to 4" deep x up to 2' high. See Photo 10.

Item 60.1.f - Slope Paving/Rip-Rap Some of the Rip-Rap on both slopes have been mortared during a previous repair project.

North Slope has broken off due to river erosion and has settled, up to 8". See Photo 11.

South Slope has broken off due to river erosion and has settled, up to 1".

Item 60.1.j - Scour Mortared Rip-Rap settlement mentioned in Item 60.1.f - Slope Paving/Rip Rap is indicative of scour.

Item 60.3 - Pile Bents Item 60.3.a - Pile Caps Some efflorescence leaching through the deck slab and onto the concrete caps.

Caps have cracking and delamination:

Bent 3, under the sidewalk, has a small delamination 1' high x 1' wide.

Bent 4, over Pile 5, there is a 0.05" wide vertical crack.

Bent 5:

• Over Pile 9, there is a diagonal crack up to 0.15" wide x 18" long.

• Over Pile 5 there is a 0.05" wide vertical crack.

Bent 6, over Pile 5 - 7, has vertical cracking up to 0.05" wide .

Bent 7, over Pile 5 & 6, has vertical cracking up to 0.05" wide .

Item 60.3.b - Piles Tops of the timber piles are embedded in the concrete caps.

Bents 2 - 6 bottoms of the timber piles have been encased in a concrete filled steel jacket.

Steel angles holding the jackets closed on the upstream end of Bents 3 & 5 have been damaged/crushed.

Exterior piles (1 & 9) on each bent have severe deterioration due to increased element exposure.

Bents 1 & 7 are on the abutment slopes, above the average low to high watermarks. These timber piles are unprotected, but are in fair to good condition. See Photo 11.

Bents 2 - 6, Piles have been encased with a fiberglass form and then grouted 2' below the mud line to the bottom of the bracing with the previous metal jackets remaining. See Photo 12.

Timber piles are weathered with minor scattered delaminations, minor checking up to 1" deep and have creosote loss:

Bent 3

A00819 - 7

REMARKS

12J H01005-12J-DOT-NBI

6 23

HADLEY OCT 5, 2023

OF

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

H-01-005

• Pile 9, has a 1.25" wide x 8' high split for the full-height above the metal jacket and 3 reinforcing steel collars near the top. The splitting and collars on this pile have been noted on inspection reports since 1977. See Photo 13.

• Top of Pile 1, has a minor check 4" wide x 18" high x 1" deep.

Bent 4, Pile 7, has two checks with penetrations up to 2", one near the pier cap interface, the other at the lower section of the exposed pile near the jacket interface.

Bent 5:

• Pile 1, is in poor condition having rot and soft, punky wood on the west half of the pile for the full height of exposure, with several checks with up to 4" penetration in this area. See Photo 14.

• Pile 7, has one check with up to 2" penetration.

• Pile 9, at the concrete cap - 85% of the top of the pile is not in contact with the cap and the connection pin has moderate corrosion. See Photo 15.

Bent 6:

• Pile 1, is in poor condition having rot and soft, punky wood on the west half of the pile for the full height of exposure. There are several spits with up to 2" penetration in this area.

• Pile 5, has one check 3' long x up to 2" penetration.

• Pile 9, east side has a 1/8" thick depth of splintering and delaminating wood, and a few scattered checks with up to 1" penetration.

Item 60.3.c - Diagonal Bracing Bent 1, at the upstream end of the lower upstream diagonal brace there is heavy decay, up to 1' deep.

Bent 6, at the end of the upper downstream diagonal brace there is a 4' long crack up to 0.4" wide.

Item 60.3.d - Horizontal Bracing Bridge has severe decay & splitting to the horizontal bracing:

• Bent 3, between Pile 6 & 7.

• Bent 4, between Pile 4 & 5.

• Bent 5, between Pile 8 & 9.

Horizontal bracing is missing at Bent 6, between Pile 2 & 3. See Photo 16.

Item 60.3.e - Fasteners Bent 3, Column 9, top collars have moderate surface rust. See Photo 13.

Bent 6, top of Column 6 at the diagonal brace connection, has a missing bolt.

ITEM 61 - CHANNEL AND CHANNEL PROTECTION

Item 61.1 - Channel Scour Channel has minor scour at the noses of Bents 3, 4, & 5.

Channel has increased depth at the upstream ends of Spans 4, 5, & 6.

Item 61.2 - Embankment Erosion Upstream & Downstream Embankments have erosion with exposed roots and downed trees.

See Photo 17.

A00819 - 8

REMARKS

12J H01005-12J-DOT-NBI

7 23

HADLEY OCT 5, 2023

OF

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

H-01-005

Item 61.3 - Debris Channel has random timber debris throughout:

• Heavy debris along the south face of Bent 3. See Photo 18.

• Moderate to heavy debris across the upstream end of the structure typically spanning from bent to bent in Spans 3 - 6. See Photo 19.

Item 61.6 - Rip-Rap/Slope Protection Grouted Rip-Rap at either abutment is shifted due to erosion.

Item 61.7 - Aggradation Channel has aggregation within Span 3 as well as a vegetated landmass at the Southwest Embankment which appears to partially overtop during high flows. See Photo 18.

TRAFFIC SAFETY

Item 36a - Bridge Railing Refer to Item 58.8. - Railing.

Item 36b - Transitions Northwest Approach has steel W-beam approach guardrail not attached to the concrete endpost on steel H-posts.

Southwest Approach has steel W-beam approach guardrail bolted to the concrete endpost, on steel H-posts with plastic offset blocks.

Northeast & Southeast Approaches have older steel beam guardrails that are not attached to the concrete endposts, concrete or timber posts, and single strand cable wires attached to a metal collars that are around the concrete endposts. Transitions are old, loose, weak, and substandard. See Photo 20.

Item 36c - Approach Guardrail Southwest Approach guardrail consists of steel W-beam guardrail on steel H-posts with plastic offset blocks.

Northwest Approach guardrail consists of steel W-beam guardrail on steel H-posts.

Northeast Approach guardrail consists of a single strand cable wire above a single panel steel beam on concrete posts. There are also two sections of W-Beam. One section starts on the third post from the bridge and has two panels on concrete posts. The second section starts on the 15th post from the bridge and has 5 panels on steel posts. In several locations, the metal railing is not attached to the posts and the cable is loose. See Photo 21.

Southeast Approach guardrail consist of a single strand cable wire above a single panel steel beam with concrete and/or timber posts. There are also three sections of W-Beam that starts on the fourth, and only, timber post from the bridge. In several locations, the metal railing is not attached to the posts and the cable is loose.

Item 36d - Approach Guardrail Ends Southwest Approach guardrail has a tangent guardrail end.

Southeast, Northeast, & Northwest Approaches have steel terminal ends that are low to the ground.

See Photo 22.

A00819 - 9

REMARKS

12J H01005-12J-DOT-NBI

8 23

HADLEY OCT 5, 2023

OF

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

H-01-005

Sketch / Photo Log Sketch 1 : Plan Sketch 2 : Elevation Sketch 3 : Cross Section Sketch 4 : Plan View - Defects Photo 1 : Wearing Surface has minor longitudinal cracking and an unfilled core hole in the Southbound

Lane.

Photo 2 : Northbound Lane, 20' from north end, there is a pothole, 8" long x 14" wide x 2" deep and 25' from north end, there is a patched pothole 18" diameter.

Photo 3 : Span 3, west deck edge & deck underside have scaling, spalling, cracking and delaminations.

Photo 4 : Deck Underside, Span 4, west end has spalling and exposed rebar.

Photo 5 : East Curb is spalled with exposed rebar.

Photo 6 : East Sidewalk Support Beam, Span 7, has cracking and spalling with exposed rebar.

Photo 7 : Span 5, utility line supports are deteriorated and replaced.

Photo 8 : North Approach has transverse & longitudinal cracks, minor pavement breakup at the deck edge and a pothole at the deck end near the centerline.

Photo 9 : North HMA Approach Sidewalk has 3" of settlement.

Photo 10 : South Breastwall has severe deterioration at the bridge seat. North Breastwall is in similar condition.

Photo 11 : North Slope Paving has settled up to 8" adjacent to Bent 7, Pile 4.

Photo 12 : Pile Bents 2 - 6 are in the channel and have been encased with a fiberglass form and grouted

2' below the mud line to the bottom of metal jackets.

Photo 13 : Bent 3, Pile 9, has a wide split at the top of the pile with a steel collar that is corroded.

Photo 14 : Bent 5, Pile 1 is in poor condition with several checks.

Photo 15 : Bent 5, Pile 9, has minimal contact with the pier cap above. Pile to cap connection pin is starting to corrode.

Photo 16 : Bent 6 has a missing horizontal bracing between Pile 2 and Pile 3.

Photo 17 : Upstream Northeast Embankment has erosion with several downed trees.

Photo 18 : Channel has a heavy debris build-up along the south face of Bent 3. Aggradation in Span 3.

Photo 19 : Channel has moderate to heavy debris caught at the upstream end of the piers. Some debris is under the waterline in this photo.

Photo 20 : Southeast Approach transition is old, loose, weak, and substandard.

Photo 21 : Northeast Approach guardrail is nonconforming.

Photo 22 : Southeast Approach end post is low to the ground.

A00819 - 10

A00819 - 11

A00819 - 12

A00819 - 13

A00819 - 14

Wearing Surface has minor longitudinal cracking and an unfilled core hole in the Southbound Lane.

Northbound Lane, 20' from north end, there is a pothole, 8" long x 14" wide x 2" deep and 25' from north end, there is a patched pothole 18" diameter.

OCT 5, 2023HADLEY H-01-005

Photo 2:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 13 23OF

Photo 1:

A00819 - 15

Span 3, west deck edge & deck underside have scaling, spalling, cracking and delaminations.

Deck Underside, Span 4, west end has spalling and exposed rebar.

OCT 5, 2023HADLEY H-01-005

Photo 4:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 14 23OF

Photo 3:

A00819 - 16

East Curb is spalled with exposed rebar.

East Sidewalk Support Beam, Span 7, has cracking and spalling with exposed rebar.

OCT 5, 2023HADLEY H-01-005

Photo 6:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 15 23OF

Photo 5:

A00819 - 17

Span 5, utility line supports are deteriorated and replaced.

North Approach has transverse & longitudinal cracks, minor pavement breakup at the deck edge and a pothole at the deck end near the centerline.

OCT 5, 2023HADLEY H-01-005

Photo 8:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 16 23OF

Photo 7:

A00819 - 18

North HMA Approach Sidewalk has 3" of settlement.

South Breastwall has severe deterioration at the bridge seat. North Breastwall is in similar condition.

OCT 5, 2023HADLEY H-01-005

Photo 10:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 17 23OF

Photo 9:

A00819 - 19

North Slope Paving has settled up to 8" adjacent to Bent 7, Pile 4.

Pile Bents 2 - 6 are in the channel and have been encased with a fiberglass form and grouted 2' below the mud line to the bottom of metal jackets.

OCT 5, 2023HADLEY H-01-005

Photo 12:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 18 23OF

Photo 11:

A00819 - 20

Bent 3, Pile 9, has a wide split at the top of the pile with a steel collar that is corroded.

Bent 5, Pile 1 is in poor condition with several checks.

OCT 5, 2023HADLEY H-01-005

Photo 14:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 19 23OF

Photo 13:

A00819 - 21

Bent 5, Pile 9, has minimal contact with the pier cap above. Pile to cap connection pin is starting to corrode.

Bent 6 has a missing horizontal bracing between Pile 2 and Pile 3.

OCT 5, 2023HADLEY H-01-005

Photo 16:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 20 23OF

Photo 15:

A00819 - 22

Upstream Northeast Embankment has erosion with several downed trees.

Channel has a heavy debris build-up along the south face of Bent 3.

Aggradation in Span 3.

OCT 5, 2023HADLEY H-01-005

Photo 18:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 21 23OF

Photo 17:

A00819 - 23

Channel has moderate to heavy debris caught at the upstream end of the piers. Some debris is under the waterline in this photo.

Southeast Approach transition is old, loose, weak, and substandard.

OCT 5, 2023HADLEY H-01-005

Photo 20:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 22 23OF

Photo 19:

A00819 - 24

Northeast Approach guardrail is nonconforming.

Southeast Approach end post is low to the ground.

OCT 5, 2023HADLEY H-01-005

Photo 22:

12J H01005-12J-DOT-NBI

PHOTOS

B.I.N. BR. DEPT. NO.CITY/TOWN 8.-STRUCTURE NO. INSPECTION DATE

PAGE 23 23OF

Photo 21:

A00819 - 25

Report Date: June 13, 2025 Code

Code

Code

Code

Classification

Field Posting

Misc.

Rating Loads

Appraisal

Load Rating and Posting

Condition

Inspections

State Information

Geometric Data

Age and Service

Structure Type and Material

Identification

Navigation Data

Accessibility (Needed/Used)

Jointless bridge type:

FHWA Select List= Y (6/21/2017)

BDEPT#=

B.I.N= AASHTO=12J 048.0

Town=

(35) Structure Flared

(33) Bridge Median -

C) Type of deck protection -

B) Type of membrane -

A) Type of wearing surface -

(107) Deck Structure Type -

(40) Navigation Horizontal Clearance

(116) Vert-lift Bridge Nav Min Vert Clear

(39) Navigation Vertical Clearance

Code

(47) Inventory Route Total Horiz Clear

(49) Structure Length

(50) Curb or sidewalk:

(27) Year Built

(106) Year Reconstructed

(42) Type of Service: On -

Under -

(28) Lanes: On Structure

(29) Average Daily Traffic

(30) Year of ADT

(19) Bypass, detour length

(108) Wearing Surface / Protective System:

(43) Structure Type Main:

(46) Number of approach spans

(45) Number of spans in main unit

(44) Structure Type Appr:

(99) Border Bridge Structure No. #

(8) Structure Number

(16) Latitude

(5) Inventory Route

(2) State Highway Department District

(3) County Code (4) Place code

(6) Features Intersected

(7) Facility Carried

(9) Location

(11) Kilometerpoint

DEG

(17) Longitude

(98) Border Bridge State Code Share %

Code

Code

Code

Code

Code

Code

Code

Under structure

(109) Truck ADT %

(48) Length of maximum span

Left Right

(51) Bridge Roadway Width Curb to Curb

(52) Deck Width Out to Out

(32) Approach Roadway Width (w/shoulders)

Code

(34) Skew DEG

(10) Inventory Route MIN Vert Clear

(53) Min Vert Clear Over Bridge Rdwy

(54) Min Vert Underclear ref

(55) Min Lat Underclear RT ref

(56) Min Lat Underclear LT

(38) Navigation Control -

(111) Pier Protection Code

(12) Base Highway Network

(13) LRS Inventory Route & Subroute

MIN SEC

DEG MIN SEC

(112) NBIS Bridge Length

(37) Historical Significance

(22) Owner -

(100) Defense Highway

(21) Maintain -

(20) Toll -

(110) Designated National Network

(103) Temporary Structure

(102) Direction of Traffic -

(101) Parallel Structure

(26) Functional Class -

(104) Highway System

(105) Federal Lands Highways

KM

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

H0100512JDOTNBI

N

131000470 2

015 27690 0

WATER FORT RIVER

ST 47 BAY RD 3

.1 M S JCT MIDDLE ST. 01

0010.621 01

42 19 57.63

72 34 43.27

02 00

017800

2023 03

0004.7

00038.4

00.0 01.4

009.1

011.5

006.1

99.99

09.1

99.99

N 00.00

N 00.0

00.0

000.0

0000.0

Agency Br.No.

Anti-missile fence

Recommended

2 Axle 3 Axle 5 Axle

Actual

Bridge Name

Status Posting DateLEGAL 10/28/21

Acrow Panel Jointless Bridge

(B) Underwater Inspection

(C) Other Special Inspection

(*) Closed Bridge

(A) Fracture Critical Detail

(*) Damage Inspection

(92) Critical Feature Inspection:

MO

MO A)

(93) CFI DATE

(91) Frequency(90) Inspection Date

MO B)

MO C)

MO *)

MO *)

MO *)

(113) Scour Critical Bridges

(36) Traffic Safety Features

(72) Approach Roadway Alignment

(71) Waterway adequacy

(69) Underclearances, vert. and horiz.

(68) Deck Geometry

(67) Structural Evaluation

(41) Structure -

(66) Inventory Rating

(64) Operating Rating

(31) Design Load -

(62) Culverts

Condition

(58) Deck

(59) Superstructure

(60) Substructure

(61) Channel & Channel Protection

(70) Bridge Posting

(63) Operating Rating Method -

(65) Inventory Rating Method -

N

42.5

25.4

A

N

0 0 0 0

10/05/23 24

00 00/00/00

00 03/24/16

00 10/31/17

00 02/26/16

00 00/00/00

02/19/08

H20 Type 3 Type 3S2 Type HS

36.0 42.0 68.0 44.0

23.0 27.0 43.0 27.0

(*) UW Special Inspection MO *)00 00/00/00

(*) Other Inspection (LN Restriction)

Missing Signs

Freeze/Thaw

RANK= 173 H.I.=

MHDL.O.

Y

Y

N

N

Y

000000000000

N

H01005

Hadley

Urban Arterial

2-way traffic

On free road

State Highway Agency

State Highway Agency undetermined

Concrete continuous

Slab INTEGRAL (timber piles)

Other

Concrete Cast-in-Place

Bituminous

Built-up

None

Highway-Ped

Waterway

No median

No navigation control on waterway

N

N

N

N

N

N

N

N N Y

H 20=M 18

Open

Load Factor (LF)

Load Factor (LF)

77.4 %

Operating

Inventory

Report Date 06/01/21

Single

N / N Liftbucket

N / N N / N

N / N P / Y

Y / Y N / N

P / Y

N / N Rigging

P / Y

Ladder Staging

Boat Traffic Control

Wader RR Flagperson

Inspector 50 Police

Inspection

Hours: 028

N / N Other

# Stairs On/Adjacent 0 Stair Owner(s)

A00819 - 26