2025-CB-063 - Additional Information - Latest Inspection Report-6-19-2025.pdf

Inspection Report for Structure 056601

Routine Inspections by Toomey of Steere Engineering

Database: Serenity Version: 7.0.3

06/19/2025 - Wood River Road

Summary Sheet

Summary Location

Bridge Number (B.ID.01): Agency Bridge ID:000000000005660 056601

Wood River RoadBridge Name (B.ID.02): Commonly Called: SWITCH RD OVER WOOD RIVER

Report Bridge to FHWA: Report Elements to FHWA:R RYNBI:

Maintenance Responsibility (B.CL.02):Owner (B.CL.01): S01 State transportation department

S01 State transportation department

District: District 5

Summary Condition

Deck Super Culvert

Railing Transition Bearing Joints

6 5 5 N

6 8 5 5

Sub

Structure Overall

Condition History Graph

Deck Rating

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

1995 1997 1999 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 2023 2025

Superstructure Rating

7 7 7 7 6 6 6 6 6 6 6 6 6 6 5

1995 1997 1999 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 2023 2025

Substructure Rating

6 6 6 6 6 6 6 5 5 5 5 5 5 5 5

1995 1997 1999 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 2023 2025

The 06/19/2025 Inspection of Structure 056601, Wood River Road

Required Inspections Schedule

Inspection Type

Inspection

Due Date

(B.IE.06)

Most Recent

Inspection

Date

R eq u ir ed f o r

B ri d ge

In sp ec ti o n

B ei n g

Pe rf o rm ed

B .I

E.

In te rv al

M et h o d

(B .I

E.

In te rv al m o n th s)

E.

Inspection

Assignment

Name

Inspection

Assignment

Group

Inspector

Routine 6/19/2025 24 6/19/2027 19A 2025 Steere

Engineering

RR TOOMEY, JOSEPH 1 Method 1

Bridge Data

Identification data

Bridge Number (B.ID.01): Agency Bridge ID:000000000005660 056601

Bridge Name (B.ID.02): SWITCH RD OVER WOOD RIVERBridge Nickname:Wood River Road

Bridge Status: Bridge Lifecycle Phase:3 Active 1 Service

Report Elements to FHWA:Report Bridge to FHWA: RR YNBI Bridge:

Bridge notes: General Information: The bridge is logged from west to east with Beam A at the north fascia. The Wood River flows from north to south below the structure.

Equipment Used: 62’ UBIU

Traffic Control Used: Yes

Crash Truck Used: Yes

Local Police Used: Yes

Deflection and Vibration: Minor deflection and vibration was noted during the inspection.

Past Bridge ID (B.ID.03): Future Bride ID:

Location data

State Code (B.L.01): County Code (B.L.02):44 Rhode Island Washington

Place Code (B.L.03): 61160 Highway Agency District (B.L.04): District 5

Metro Planning Org 1 (B.L.12): N Metro Planning Org 2 (B.L.12): N

Bridge Location (B.L.11): 1.1 Miles South of RI 3

41.491366Bridge Latitude (B.L.05): -71.715361Bridge Longitude (B.L.06): Bridge Elevation :

Border data

Designated Lead State (B.L.10): Border Bridge Number (B.L.07): N

Border State or Country (B.L.08): Border Insp. Responsibility (B.L.09) 1

Classification data

Owner (B.CL.01): Maintenance Responsibility (B.CL.02):S01 State transportation department S01 State transportation department

Federal or Tribal Land

Access (B.CL.03):

N Historical Significance (B.CL.04): N Not eligible & not in historic eligible district

Toll (B.CL.05): N Does not carry toll road and is not toll bridge

Emergency Evacuation Designation (B.CL.06): N Not an Emergency evacuation route

Construction data

Year Built (B.W.01): 1969

ASD Allowable Stress DesignDesign Method (B.LR.02):HS-20Design Load (B.LR.01):

Geometry data

Right Curb or Sidewalk Widgth (B.G.08):

Bridge Width Curb-to-Curb (B.G.06):

Minimum Span Length (B.G.04):

Total Bridge Length (B.G.02):

Left Curb or Sidealk Width (B.G.07):

Bridge Width Out-to-Out (B.G.05):

Maximum Span Length (B.G.03):

NBIS Bridge Length (B.G.01):

Approach Roadway Width (B.G.09): Bridge Median (B.G.10):

Curved Bridge (B.G.12):

Sidehill Bridge (B.G.14):

Calculated Deck Area (B.G.16):

Skew (B.G.11):

Maximum Bridge Height (B.G.13):

Irregular Deck Area (B.G.15):

87.80 92.60

90.00 90.00

50.00 44.00

2.00 2.00

44.00 0 No median

24 N Not curved

27 N Not a sidehill bridge

4,630.00

Appraisal data

Approach Roadway Alignment (B.AP.01): Overtopping Likelihood (B.AP.02):F Fair 1 Remote - once every 100 years or less f

Scour Vulnerability (B.AP.03): A Stable for scour Scour Plan of Action (B.AP.04): 0 A scour POA is not required.

Seismic Vulnerability (B.AP.05): N Does not require seismic eval Storm Surge £

Railings and Transitions

A65 S65Transitions (B.RH.02):Railings (B.RH.01):

Design Data

Superstructure set data

M01 - Superstructure Set 3 - 398 - Type: M Main

Number of Spans (B.SP.02):

Span Material (B.SP.04):

Number of Beam Lines (B.SP.03):

Span Continuity (B.SP.05):

1 9

C03 Prestressed concrete -pre-tensioned

1 Simple or single span

Span Type (B.SP.06): Span Protective System (B.SP.07):G02 Girder/beam - I-shaped spread 0 None

Deck Interaction (B.SP.08): Deck Material & Type (B.SP.09):CU Composite - unshored construction

C01 Reinforced concrete -cast-in-place

Deck Protective System (B.SP.11): M02 Membrane - sheetB01 Bituminous (asphalt)Wearing Surface (B.SP.10):

0 None 0 NoneDeck Stay-in-Place Forms (B.SP.13):Deck Reinforcing Protective

System (B.SP.12):

Substructure set data

A01 - Sub Set 1 - Type: A Abutment

Substructure Material (B.SB.03):Number of Sub Units (B.SB.02): 2 C01 Reinforced concrete -cast-in-place

Substructure Type (B.SB.04): A01 Abutment -cantilever/wall

0 NoneSubstructure Protective System (B.SB.05):

Foundation Type (B.SB.06): Foundation Protective System (B.SB.07):P01 Pile - steel H-shape 0 None

Structure Units

Name Superstructure Set Substructure SetUnit Number

0 0

2 1

Feature Data

Switch Road

Feature Name (B.F.03): Feature Type (B.F.01):Switch Road H Highway

Feature Location (B.F.02): C Reported to FHWA: R

Route Information

Service Type (B.RT.05)Designation (B.RT.01) Route Number (B.RT.02) Route Direction (B.RT.03) Route Type (B.RT.04)

R01 0 5 City street 1 MainlineNS Northbound and Southbound

Highway Information

LRS Route ID (B.H.06): LRS Data as of Date:40130380A

LRS Mile Point (B.H.07): Lanes on Highway (B.H.08): 1.116 2

Functional Classification (B.H.01): Urban Code (B.H.02): 999985 Major Collector

NHS Designation (B.H.03): National Highway Freight Network (B.H.04):N Non-NHS N Not on the NHFN

STRAHNET Designation (B.H.05): N Not a STRAHNET route

AADT

AADT (B.H.09): Future AADT: 1,815 1,997

ADTT (B.H.10): Future ADTT: 254

Year of AADT (B.H.11): Future Year: 2,020 2,041

Percent Truck Traffic: Directional Percentage: 13.99

Clearances

Highway Maximum Usable Vertical

Clearance (B.H.12):

Highway Minimum Vertical

Clearance (B.H.13):

99.90 99.90

Highway Minimum Horizontal

Clearance, Left (B.H.14):

Highway Minimum Horizontal

Clearance, Right (B.H.15):

Highway Maximum Usable Surface

Width (B.H.16):

44.00

User Costs

Route Speed: Bypass Detour Length (B.H.17):: 40 9

Bypass Average Speed: Lanes on Bypass: 30 2

WOOD RIVER

Feature Name (B.F.03): Feature Type (B.F.01):WOOD RIVER W Waterway

Feature Location (B.F.02): B Reported to FHWA: R

Waterway Details

Navigable Waterway (B.N.01): Navigation Minimum Vertical

Clearance (B.N.02):

N Not navigable waters

Movable Bridge Maximum

Navigation Vertical Clearance

(B.N.03):

Navigable Channel Width (B.N.04):

Navigation Channel Minimum

Horizontal Clearance (B.N.05):

Substructure Navigation

Protection (B.N.06):

Inspection Data

Inspection Condition

Superstructure (B..C.02):Deck (B.C.01): 6 Satisfactory 5 Fair

Substructure (B.C.03): Culvert (B.C.04):5 Fair N Not Applicable

Bridge Condition Classification (B.C.12): Lowest Condition Rating (B.C.13):F Fair 5

Railing (B.C.05): Railing Transition (B.C.06):6 Satisfactory 8 Very Good

Bearing (B.C.07): Joints (B.C.08):5 Fair 5 Fair

Other Condition Ratings

Channel (B.C.09): Channel Protection (B.C.10):5 Fair 5 Fair

Scour (B.C.11): NSTM Inspection Condition (B.C.14):7 Some minor scour

Underwater Inspection (B.C.15):

Appraisal

Approach Roadway Alignment (B.AP.01): Overtopping Liklihood (B.AP.02):F Fair 1 Remote - once every 100 years or less frequently

Scour Vulnerability (B.AP.03): Scour Plan of Action (B.AP.04):A Stable for scour 0 A scour POA is not required.

Seismic Vulnerability (B.AP.05): N Does not require seismic eval

SB/WB Avg Curb Reveal: NB/EB Avg Curb Reveal: 8.50 8.50

Inspection Notes

Narrative of Inspection

Elements (B.IE.11):

A routine inspection was performed with full hands-on access.

Agency Inspection Notes: Routine Inspection by Steere Engineering (sub to Baker)

Inspection Date: 06/19/2025

Team Leader: Joseph Toomey, E.I.T.

Staff Inspector: Andy Orellana

Weather: 85°F, Clear

SNBI Condition Ratings: The SNBI Condition Ratings for Item B.C.01 - Deck (6 - Satisfactory) and Item B.C.03

- Substructure (5 - Fair) remain unchanged from the previous inspection. The condition rating for Item

B.C.02 - Superstructure has been reduced from 6 - Satisfactory to 5 - Fair. The condition rating for Item

B.C.09 - Channel has been reduced from 6 - Satisfactory to 5 - Fair. The condition rating for Item B.C.11 -

Channel has been reduced from 9 - No Scour to 7 - Some minor scour. The condition ratings for Item B.C.05

- Railing (6 - Satisfactory), Item B.C.06 - Railing Transitions (8 - Very Good), Item B.C.07 - Bearings (5 - Fair), Item B.C.08 - Joints (5 - Fair), and Item B.C.10 - Channel Protection (5 - Fair) have been established.

Debris:

- There are fallen trees up to 1'-6" diameter approximately 100'-0" upstream and downstream of the bridge

(Photos 66-67).

- In front of the southwest embankment, there is a 15'-0" long x 5'-0" wide area of timber debris up to 1'-6" diameter.

- In front of the northeast embankment, there is a 10'-0" long x 5'-0" wide area of timber debris up to 1'-6" diameter.

Embankments:

- The river embankments are well-vegetated and exhibit areas of erosion and undercutting up to 2'-0" deep with exposed tree roots (Photo 68).

- The embankments behind the wingwalls exhibit areas of erosion up to 20'-0" long x 6'-0" wide x 2'-0" deep.

Birds and Bats

Bats Observered: No

Bats Visual:

Bats Sounds:

Bats Photos:

Bats Staining:

Bats Notes:

£Bats Droppings:

Birds Observered: Yes

Birds Specied Ident:

Birds Photos:

Birds Notes:

Random bird nests on beam bottom flanges and intermediate diaphragms (unknown species)

(Photo 35).

Utilities

Telephone: False

Cable:

Utility Duct Bank:

Oil:

Gas:

Electric (lighting):

False

False

False

False

False

O/H Lines Present:

Sidewalks-Parapets Duct:

Sewer:

Fire Alarm:

Fiber Optic:

Water:

True

False

False

False

False

Utilities Notes:

False

Element Detail

Structure Unit: 0

Env. UnitTotal Quantity CS1 CS2 CS3 CS4

4,530 90 10 012 98 2% 0 0Re Concrete Deck Mod sq.ft 4,630

440 3,634 0 0 4,074510 89 0 11% 0Wearing Surfaces

Del/Spall/Patch/Pot(Wear Surf) 40 0 40 0 03210 0 100% 0 0

Crack (Wearing Surface) 100 0 100 0 03220 0 100% 0 0

90 0 10 0 1001120 0 0 90% 10Efflorescence/Rust Staining

0 100 0 0 1001130 100 0 0% 0Cracking (RC and Other)

777 28 23 0109 94 3% 3 0Pre Opn Conc Girder/Beam Mod ft 828

10 0 5 0 151080 0 0 67% 33Delamination/Spall/Patched Area

15 0 0 0 151090 0 0 100% 0Exposed Rebar

0 0 9 0 91100 0 0 0% 100Exposed Prestressing

5 0 0 0 51110 0 0 100% 0Cracking (PSC)

3 0 9 0 121120 0 0 25% 75Efflorescence/Rust Staining

0 46 81 0215 0 36% 64 0Re Conc Abutment Mod ft 127

11 0 21 0 321080 0 0 34% 66Delamination/Spall/Patched Area

0 0 8 0 81090 0 0 0% 100Exposed Rebar

8 0 52 0 601120 0 0 13% 87Efflorescence/Rust Staining

18 0 0 0 181130 0 0 100% 0Cracking (RC and Other)

8 0 0 0 81111 0 0 100% 0Scaling

500 0 0 0 5008368 0 0 100% 0Graffiti

0 48 0 5301 0 91% 0 9Pourable Joint Seal Mod ft 53

15 0 0 0 152310 0 0 100% 0Leakage

3 0 0 0 32320 0 0 100% 0Seal Adhesion

0 0 0 5 52330 0 100 0% 0Seal Damage

30 0 0 0 302360 0 0 100% 0Adjacent Deck or Header

0 52 1 0302 0 98% 2 0Compressn Joint Seal Mod ft 53

12 0 0 0 122310 0 0 100% 0Leakage

0 0 1 0 12330 0 0 0% 100Seal Damage

6 0 0 0 62350 0 0 100% 0Debris Impaction

32 0 0 0 322360 0 0 100% 0Adjacent Deck or Header

0 14 4 0310 0 78% 22 0Elastomeric Bearing Mod each 18

7 0 3 0 102230 0 0 70% 30Bulging, Splitting or Tearing

7 0 1 0 82240 0 0 88% 13Loss of Bearing Area

632 600 0 0321 51 49% 0 0Re Conc Approach Slab Mod sq.ft 1,232

402 724 0 0 1,126510 64 0 36% 0Wearing Surfaces

Del/Spall/Patch/Pot(Wear Surf) 200 0 200 0 03210 0 100% 0 0

Crack (Wearing Surface) 400 0 400 0 03220 0 100% 0 0

28 72 18 08218 24 61% 15 0Backwall, All Types Mod ft 118

6 0 4 0 101080 0 0 60% 40Delamination/Spall/Patched Area

0 0 2 0 21090 0 0 0% 100Exposed Rebar

15 0 10 0 251120 0 0 60% 40Efflorescence/Rust Staining

0 25 0 0 251130 100 0 0% 0Cracking (RC and Other)

3 0 0 0 31111 0 0 100% 0Scaling

850 0 150 08366 85 0% 15 0Rip Rap Mod sq.ft 1,000

0 0 150 0 1506000 0 0 0% 100Scour

350 35 15 08335 88 9% 4 0Guardrail, Vehicular Mod ft 400

0 1,900 0 500 2,400515 79 21 0% 0Steel Protective Coating

Peel/Bub/Crack(Stl Protect Coat) 500 0 0 0 5003420 0 0% 0 100

30 0 0 0 301000 0 0 100% 0Corrosion

5 0 15 0 207000 0 0 25% 75Damage

85 100 0 08336 46 54% 0 0Conc Bridge Parapet Mod ft 185

0 322 0 50 372515 87 13 0% 0Steel Protective Coating

Peel/Bub/Crack(Stl Protect Coat) 50 0 0 0 503420 0 0% 0 100

30 0 0 0 301120 0 0 100% 0Efflorescence/Rust Staining

25 0 0 0 251130 0 0 100% 0Cracking (RC and Other)

3 0 0 0 37000 0 0 100% 0Damage

19 7 6 08371 59 22% 19 0Conc Diaphragms Mod each 32

4 0 0 0 41080 0 0 100% 0Delamination/Spall/Patched Area

3 0 5 0 81090 0 0 38% 63Exposed Rebar

0 0 1 0 11120 0 0 0% 100Efflorescence/Rust Staining

0 6 0 0 61130 100 0 0% 0Cracking (RC and Other)

85 100 0 08398 46 54% 0 0Curb/sidewalks - Con Mod ft 185

20 0 0 0 201080 0 0 100% 0Delamination/Spall/Patched Area

30 0 0 0 301120 0 0 100% 0Efflorescence/Rust Staining

10 0 0 0 107000 0 0 100% 0Damage

40 0 0 0 401111 0 0 100% 0Scaling

44 50 0 08214 47 53% 0 0R/C Wingwall Mod ft 94

40 0 0 0 401120 0 0 100% 0Efflorescence/Rust Staining

40 0 0 0 401130 0 0 100% 0Cracking (RC and Other)

40 0 0 0 408368 0 0 100% 0Graffiti

Element Detail

Structure Unit: 0

Env. Unit. CS1 CS2 CS3 CS4Total Quantity

4,530 90 10 012 98 2 0 0Re Concrete Deck Mod sq.ft 4,630

Notes: The top of the reinforced concrete deck is concealed from view by a bituminous concrete wearing surface (Photos 3-9). The underside of the reinforced concrete deck exhibits random exposed rebar chairs, areas of rust staining, and cracks with and without efflorescence, rust stains, and moisture (Photos 10 and 13-15). There are short deck weeps with evidence of past leakage, and missing deck weeps that have been plugged (Photos 11-12).

440.00 3,634.00 0.00 0.00 4,074.00510 89.20 0 10.80 0.00Wearing Surfaces

Notes: The bituminous concrete wearing surface has random sealed cracks, isolated potholes and areas of break-up, and areas of raveling along the curb lines measuring full length x up to 1’-0" wide x 1/2” deep (Photos 3-5 and 7-9).

Del/Spall/Patch/Pot(Wear Surf) 40 0 40 0 03210 0 100 0 0

Notes: There is a full length x 5" wide x up to 1" deep area of breaking-up bituminous pavement along the north curb (Photos 7 and 9).

There are several potholes up to 6" diameter x 1" deep in both travel lanes approximately 10'-0" from the West Abutment #1 joint (Photo 8).

Crack (Wearing Surface) 100 0 100 0 03220 0 100 0 0

Notes: The bituminous overlay has random sealed longitudinal and transverse cracks (Photos 3-5 and 7-9).

90.00 0.00 10.00 0.00 100.001120 0.00 0 90.00 10.00Efflorescence/Rust Staining

Notes: North and south overhangs:

- There are random longitudinal and transverse hairline cracks with efflorescence.

Bay E:

- In Panel 1 along Beam E, there is a 6" long longitudinal hairline crack with efflorescence and moisture, and a 1'-0" long x 6" wide area of rust stains.

- In Panel 1 along Beam F, there is a 5'-0" long longitudinal hairline crack with heavy efflorescence, stalactites, and moisture

(Photo 13).

- In Panel 2, there are three (3) longitudinal hairline cracks up to 12'-0" long with heavy efflorescence, stalactites, and moisture

(Photo 14).

- In Panel 3 along Beam E, there are several areas of rust stains up to 4” diameter.

Bay F:

- In Panel 1 along Beam E, there are two (2) areas of hairline map cracking measuring 2'-6" long x 1'-0" wide and 4'-0" long x

1'-0" wide, both with light efflorescence, rust stains, and moisture.

- In Panel 1 at mid-panel, there is a 4'-0" long x 1/16" wide longitudinal crack with rust stains (Photo 15).

- In Panel 2, there are two (2) longitudinal hairline cracks up to 12'-0" long with light efflorescence and rust stains.

- In Panel 3 along Beam F, there are several areas of rust stains up to 4” diameter.

0.00 100.00 0.00 0.00 100.001130 100.00 0 0.00 0.00Cracking (RC and Other)

Notes: The deck underside has random longitudinal and transverse hairline cracks.

777 28 23 0109 94 3 3 0Pre Opn Conc

Girder/Beam

Mod ft 828

Notes: The superstructure consists of nine (9) prestressed concrete AASHTO Type IV Beams labeled A through I from north to south

(Photo 10). The beams exhibit isolated hollow areas, spalls with and without exposed, debonded, and corroded rebar and prestressing strands, and cracks with and without efflorescence and rust stains (Photos 16-34 and 36-40). The beams have algae growth throughout, and there are areas of moisture / leakage stains, primarily at the beam ends (Photos 10, 18-19, 29, and 35-36).

10.00 0.00 5.00 0.00 15.001080 0.00 0 66.67 33.33Delamination/Spall/Patched Area

Notes: The beams have algae growth throughout, and the underside of the beams exhibit pop-outs up to 5" diameter x 1" deep at the intermediate diaphragms (Photos 10, 29, 35, and 36). Additional deficiencies are noted as follows:

West Abutment #1:

Beam B:

- The south side of the bottom flange at the end has a 2" long x 2" wide x 2" high x 2" deep spall with rust stains.

- The underside of the bottom flange in front of the bearing pad has a 1'-1" long x 1'-0" wide x 1" deep spall / hollow area (Photo

23).

Beam D:

- The south side of the bottom flange at the end has a 4" long x 4" high x 1-1/2" deep spall.

Beam E:

- The south side of the bottom flange at the end has a 4" long x 4" high x 2" deep spall.

Beam F:

- The north side of the bottom flange at the end has a 7" long x 5" high x 2" deep spall.

Beam H:

- The underside of the bottom flange in front of the bearing pad has a 1'-0" long x 10" wide cracked hollow area (Photo 40).

East Abutment #2:

Beam A:

- The north side of the web-top flange interface has a 1'-0" diameter hollow area (Photo 19).

- The north side of the web at the base has a 5" diameter x 1/4" deep spall / hollow area.

- The south side of the bottom flange near the bearing pad has a 6" long x 3" high hollow area (Photo 21).

Beam B:

- The north side of the bottom flange at the end has an 8" long x 6" high x 3" deep spall that exposes the top of the bearing pad

(Photo 24).

- The underside of the bottom flange in front of the bearing pad has a 1'-8" long x full width hollow area (Photo 25).

Beam E:

- The north side of the bottom flange at the end has a 3" long x 3" wide x 3" high x 1" deep spall.

Beam G:

- The north side of the bottom flange at the end has a 6" long x 4" wide x 1" deep spall.

- The underside of the bottom flange in front of the bearing pad has a 3" diameter x 1/2" deep spall.

15.00 0.00 0.00 0.00 15.001090 0.00 0 100.00 0.00Exposed Rebar

Notes: West Abutment #1:

Beam C:

- The north side of the bottom flange at the end has a 1'-4" long x 7" wide x 4" high x 1-1/2" deep spall with exposed rebar that exposes the top of the bearing pad (Photo 27).

Beam E:

- The underside of the bottom flange in front of the bearing pad has a 2" diameter x 1" deep spall with exposed rebar.

Beam F:

- The underside of the bottom flange in front of the bearing pad has two (2) spalls with exposed rebar measuring 2" long x 4" wide x 1" deep and 1" diameter x 1/2" deep.

Between First and Second Intermediate Diaphragms from West Abutment #1:

Beam E:

- The underside of the bottom flange has four (4) spalls with exposed rebar up to 2" long x 6" wide x 1/2" deep (Photo 34).

Beam H:

- The underside of the bottom flange has two (2) spalls with exposed rebar up to 8" diameter x 1/2" deep.

East Abutment #2:

Beam A:

- The north side of the web-top flange interface has an 8" long x 1'-0" high x 3" deep spall with exposed rebar (Photo 19).

- The north side of the bottom flange at the end has a 6" long x 6" wide x 1/2" deep spall with exposed rebar (Photo 20).

- The underside of the bottom flange in front of the bearing has a 3'-7" long x 2'-0" wide x 2" deep spall with exposed rebar

(Photo 21).

Beam B:

- The underside of the bottom flange in front of the bearing pad has a 1'-0" long x 9" wide x 1-1/2" deep spall with exposed rebar

(Photo 25).

Beam C:

- The north side of the bottom flange at the end has a 1'-3" long x 10" high x up to 3" deep spall with exposed rebar that exposes the top of the bearing pad (Photo 30).

- The south side of the bottom flange at the end has a 1'-2" long x 6" wide x 3" high x 1-1/2" deep spall with exposed and debonded rebar (Photo 32).

Beam D:

- The underside of the bottom flange at the end has a 6" long x full width x 3" high x 1-1/2" deep spall with exposed rebar (Photo

33).

Beam G:

- The north side of the web in front of the end diaphragm has an 8" diameter x 1/2" deep spall with exposed rebar (Photo 38).

- The underside of the bottom flange in front of the bearing pad has a 3" long x 5" wide x 1/2" deep spall with exposed rebar.

- The south side of the bottom flange at the end has a 1'-3" long x 8" high x 7" wide x 2" deep spall with exposed and debonded rebar (Photo 39).

Beam I:

- The north side of the web in front of the end diaphragm has a 6" long x 1'-0" high x 1/2" deep spall with exposed rebar.

0.00 0.00 9.00 0.00 9.001100 0.00 0 0.00 100.00Exposed Prestressing

Beam A:

- The north side of the bottom flange at the end has a 1'-6" long x full width x 6" high x 3" deep spall with exposed and debonded rebar with up to 90% section loss and six (6) exposed prestressing strands (Photos 16-17).

Beam B:

- The north side of the bottom flange at the end has a 9" long x 9" wide x 3" high x 2" deep spall with exposed and debonded rebar and one (1) exposed prestressing strand (Photo 22).

Beam C:

- The south side of the bottom flange at the end has a 2'-8" long x 11" wide x 4" high x 1-1/2" deep spall with exposed and debonded rebar and one (1) exposed and corroded prestressing strand that exposes the top of the bearing pad (Photo 28).

Beam E:

- The north side of the bottom flange at the end has a 7" long x 5" wide x 2" deep spall with one (1) exposed prestressing strand.

East Abutment #2:

Beam A:

- The underside of the bottom flange behind the bearing pad has an 8" long x full width x 2" deep spall with exposed rebar and one (1) exposed and debonded prestressing strand that exposes the top of the bearing pad.

Beam B:

- The south side of the bottom flange at the end has a 1'-1" long x 8" wide x 7-1/2" high x 2" deep spall with exposed rebar and two (2) exposed prestressing strands, one (1) debonded (Photo 26).

Beam F:

- The south side of the bottom flange at the end has a 1'-10" long x 5" wide x 1'-3" high x 2" deep spall with exposed rebar and three (3) exposed and corroded prestressing strands that exposes the top of the bearing pad (Photo 37).

5.00 0.00 0.00 0.00 5.001110 0.00 0 100.00 0.00Cracking (PSC)

Notes: West Abutment #1:

Beam A:

- The north side of the web at the end has a 1'-3" long x 0.006" wide diagonal crack (Photo 18).

East Abutment #2:

Beam A:

- The north side of the web-top flange interface has two (2) horizontal hairline cracks measuring 1'-2" long and 8" long (Photo

19).

Beam B:

- The north side of the bottom flange in front of the bearing pad has a 1'-6" long x 1/8" wide crack.

Beam E:

- The north and south sides of the bottom flange at the end have vertical and horizontal hairline cracks up to 6" long.

3.00 0.00 9.00 0.00 12.001120 0.00 0 25.00 75.00Efflorescence/Rust Staining

Beam A:

- The north side of the web at the end has a 1'-1" long x 0.01" wide vertical crack with efflorescence (Photo 18).

Beam E:

- The south side of the web at the end has a 6" long diagonal hairline crack with rust stains.

Between West Abutment #1 and First Intermediate Diaphragm:

Beam F:

- The south side of the web approximately 10'-0" from West Abutment #1 has a 4" long x 8" high area of heavy efflorescence.

Between Second Intermediate Diaphragm and East Abutment #2:

Beam F:

- The south side of the bottom flange has a 1'-0" long x full height area of rust stains (Photo 36).

East Abutment #2:

Beam A:

- The north side of the web at the end has a 1'-6" long x full height area of light efflorescence and rust stains (Photo 19).

Beam B:

- The south side of the bottom flange at the end has a few horizontal hairline cracks with efflorescence and rust stains (Photo

26).

Beam C:

- The north side of the bottom flange at the end has a few horizontal hairline cracks with rust stains.

- The south side of the bottom flange at the end diaphragm interface has an area of heavy efflorescence (Photo 31).

Beam D:

- The south side of the bottom flange at the end has a 1'-6" long x 6" high area of hairline map cracking with efflorescence and rust stains (Photo 33).

Beam G:

- The north side of the bottom flange at the end has hairline cracks with rust stains.

Beam I:

- The south side of the web and top flange at the end has a 1'-8" long diagonal hairline crack with efflorescence.

0 46 81 0215 0 36 64 0Re Conc Abutment Mod ft 127

Notes: The reinforced concrete abutments exhibit random hollow areas, scaling, spalls with and without exposed, debonded, and severed rebar, areas of graffiti, and cracks with and without efflorescence and rust staining (Photos 16, 20, 23, 33, 41-44, and

46-47). Additionally, the bridge seats at both abutments have a moderate to heavy accumulation of debris (Photos 20, 22, 24, 26-27, 30, 32-33, 39, and 45).

11.00 0.00 21.00 0.00 32.001080 0.00 0 34.38 65.63Delamination/Spall/Patched Area

Below Bay A:

- At the top adjacent to Beam A, there is a 3'-0" long x 1'-4" wide x 3" high x 2" deep spall that undermines the bearing pad (Photo

43).

- Near the top, there is a 1'-0" long x 2'-6" high x 1" deep spall (Photo 42).

Below Bay B:

- At the top adjacent to Beam B, there is a 3'-0" long x full width x 8" high x 4" deep spall that undermines the bearing pad (Photo

23).

Below Bay C:

- At the top adjacent to Beam C, there is a 2'-6" long x full width x 10" high x 3" deep spall and a 5'-0" long x 7'-0" high hollow area with hairline map cracking with efflorescence below.

Below Bay D:

- On top of the seat near Beam E, there is a 1'-0" diameter x 3/4" deep spall.

Below Beam E:

- At the top, there is a 2'-0" long x 1'-0" wide x 6" high x 3" deep spall that undermines the bearing pad (Photo 44).

Below Bay E:

- At the top near Beam F, there is an 8" long x 8" wide x 4" high x 1" deep spall.

Below Bay G:

- Near the top, there are two (2) spalls up to 1" long x 6" high x 1/2" deep.

Below Beam I:

- There is a 2'-4" long x full height hollow area with vertical cracks up to full height x 1/16" wide with rust stains.

East Abutment #2:

At the North End:

- Near the top, there is a 3'-0" long x 1'-0" high x 1" deep spall (Photo 47).

Below Bay A:

- Near the top, there is a 4'-0" long x 5'-0" high hollow area with spalls up to 1-1/2" deep.

Below Beam B:

- Near mid-height, there is a 2'-0" diameter hollow area with a 3" long x 1'-0" high x 1/2" deep spall.

Below Bay B:

- Near mid-height, there is a 3'-0" long x 4'-0" high hollow area with a 1'-4" long x 2'-0" high x 1" deep spall.

0.00 0.00 8.00 0.00 8.001090 0.00 0 0.00 100.00Exposed Rebar

Notes: West Abutment #1:

At the North End:

- There is a 6'-0" long x full width of seat x 7'-0" high x 5" deep spall with exposed, debonded, and severed rebar (remaining rebar has up to 90% section loss) (Photos 16 and 42).

Below Bay B:

- At the top adjacent to Beam B, there is a 3'-0" long x full width x 8" high x 4" deep spall with exposed rebar.

East Abutment #2:

Below Bay D:

- On top of the seat adjacent to Beam D, there is a 1'-9" long x full width x 4" deep spall with exposed and severed rebar (Photo

33).

8.00 0.00 52.00 0.00 60.001120 0.00 0 13.33 86.67Efflorescence/Rust Staining

At the North End:

- There is a 3'-0" long x full height area of hairline map cracking with light efflorescence.

Below Bay B:

- There is a 12'-0" long x full height area of hairline map cracking with light efflorescence and rust stains.

East Abutment #2:

North Half of the Stem:

- There is a 25'-0" long x full height area of hairline map cracking with heavy efflorescence and rust stains (Photos 46-47).

Below Bay D:

- Near the top, there is a 3'-0" long x 1/16" wide horizontal crack with efflorescence and rust stains (Photo 46).

Below Bays E and F:

- There is a 12'-0" long x full height area of hairline map cracking with efflorescence and rust stains (Photo 46).

Below Beam I:

- Near the top, there is a 2'-0" long x 6'-0" high area of hairline map cracking with efflorescence.

At the South End:

- There is a 3'-0" long x full height area of hairline map cracking with light efflorescence.

18.00 0.00 0.00 0.00 18.001130 0.00 0 100.00 0.00Cracking (RC and Other)

Notes: The abutments have random horizontal and vertical cracks with areas of hairline map cracking noted as follows:

West Abutment #1:

Below Beam D:

- There are two (2) areas of hairline map cracking measuring 5'-0" long x 2'-0" high at the top and 2'-0" long x 4'-0" high at the bottom.

Below Bay E:

- Near mid-height, there is a 3'-0" long x 6'-0" high area of hairline map cracking.

Below Bay F:

- Near the top, there is a 3'-0" long x 3'-0" high area of hairline map cracking.

At the South End:

- There is a 5'-0" long x full height area of hairline map cracking.

8.00 0.00 0.00 0.00 8.001111 0.00 0 100.00 0.00Scaling

Notes: West Abutment #1:

Below Bay C:

- At the bottom, there is a 2'-6" long x 3'-0" high x 1/2" deep area of scale.

Below Bay H:

- Near the top, there is a 4'-0" long x 4'-0" high x 1/2" deep area of scale.

East Abutment #2:

Throughout:

- There are random areas of scale in the seat up to 2" deep (Photos 20 and 47).

500.00 0.00 0.00 0.00 500.008368 0.00 0 100.00 0.00Graffiti

Notes: The abutment stems have full length x 6'-0" high areas of graffiti (Photos 41 and 46).

0 48 0 5301 0 91 0 9Pourable Joint Seal Mod ft 53

Notes: There is a pourable joint seal in the roadway and in the safety walks at West Abutment #1. The pourable joint seal has been partially concealed from view with a bituminous patch. The visible areas of the pourable joint seal exhibit evidence of leakage on the substructure below, depressions, an area of missing sealant, adhesion cracks, and areas of sand and vegetation growth in the joint (Photos 18, 41, and 48). There are several locations where the joint backer foam is hanging down along the backwall

(Photo 49).

15.00 0.00 0.00 0.00 15.002310 0.00 0 100.00 0.00Leakage

Notes: The West Abutment #1 stem, seat, and backwall have leakage stains from the joint (Photos 18 and 41).

3.00 0.00 0.00 0.00 3.002320 0.00 0 100.00 0.00Seal Adhesion

Notes: Westbound Lane:

Adjacent to the Double Yellow Line:

- At the west side of the joint, there is a 2'-0" long x 1/8" wide adhesion crack with 2" wide x 1/2" deep break-up (Photo 48).

At the Shoulder Line:

- At each side of the joint, there is a 6" long x 1/8" wide adhesion crack (Photo 48).

0.00 0.00 0.00 5.00 5.002330 0.00 100 0.00 0.00Seal Damage

Notes: At the north shoulder, there is a 4'-6" long x 10" wide x 1" deep area of missing sealant filled with sand and debris (Photo 48).

30.00 0.00 0.00 0.00 30.002360 0.00 0 100.00 0.00Adjacent Deck or Header

Notes: Westbound Lane:

- Along the west side of the joint, there are three (3) depressions up to 4'-0" long x 3" wide x 3/4" deep (Photo 48).

Eastbound Lane / Shoulder:

- The joint is concealed by an 18'-0" long x 2'-0" wide bituminous patch (Photo 48).

0 52 1 0302 0 98 2 0Compressn Joint Seal Mod ft 53

Notes: There is a compression joint seal in the roadway and in the safety walks at East Abutment #2. Most of the compression joint seal has been concealed from view with bituminous patches (Photo 50). The visible portion of the joint exhibits small depressions and an area of sand and debris impaction (Photo 51). There is evidence of past leakage onto the substructure below (Photo 46).

12.00 0.00 0.00 0.00 12.002310 0.00 0 100.00 0.00Leakage

Notes: The East Abutment #2 stem, seat, and backwall have leakage stains from the joint (Photo 46).

0.00 0.00 1.00 0.00 1.002330 0.00 0 0.00 100.00Seal Damage

Notes: In the south shoulder, the exposed portion of the joint has an area of 4-1/2" wide x 2-1/2" deep depressions in and adjacent to the seal (Photo 51).

6.00 0.00 0.00 0.00 6.002350 0.00 0 100.00 0.00Debris Impaction

Notes: At the south shoulder, the exposed portion of the joint is filled with sand and debris over a 6'-0" length (Photo 51).

32.00 0.00 0.00 0.00 32.002360 0.00 0 100.00 0.00Adjacent Deck or Header

Notes: Westbound Lane and Shoulder:

- The joint is concealed by a 17'-0" long x 2'-0" wide bituminous patch (Photo 50).

Eastbound Lane and Shoulder:

- The joint is concealed by a 15'-0" long x 2'-0" wide bituminous patch (Photo 50).

0 14 4 0310 0 78 22 0Elastomeric Bearing Mod each 18

Notes: There are elastomeric bearings at both abutments which exhibit bulging and curling edges, areas of gaps, isolated splits, and areas of undermining and loss of bearing area due to spalls in the girder bottom flanges and in the abutment seats (See Photos

16, 20, 23, 24, 27, 28, 30, 31, 37, 40, 43, and 44).

7.00 0.00 3.00 0.00 10.002230 0.00 0 70.00 30.00Bulging, Splitting or Tearing

Notes: Random bearing pads at both abutments have areas of minor bulging and curling up to full width x 1/2” high (Photos 20, 28, 30, and 40). Additionally, the bearing pads exhibit splits noted as follows:

West Abutment #1:

Beam C Bearing:

- At the east side, the north end has a 1” long horizontal split with rust stains.

East Abutment #2:

Beam C Bearing:

- At the southwest corner, there is a 2-1/4" long (west face) x 2" long (south face) horizontal split with rust stains (Photo 31).

Beam H Bearing:

- At the west side, the south end has two (2) horizontal splits up to 1" long with rust stains.

7.00 0.00 1.00 0.00 8.002240 0.00 0 87.50 12.50Loss of Bearing Area

Notes: Random bearing pads have full perimeter gaps between the bearing pad and beam bottom flanges as well as the abutment seat up to 3-1/2" wide (Photo 44). Additionally, beam end bottom flanges and abutment seats at both abutments have spalls that result in loss of bearing area noted as follows:

West Abutment #1:

Beam A Bearing:

- The northwest corner is undermined 1-1/2" long x 4" wide (Photo 16).

- The north edge is undermined for the full remaining length x 1-1/2" wide (Photo 16).

- The southeast corner is undermined 2" long x 6" wide (Photo 43).

- Total loss of bearing area is 10.7%.

Beam B Bearing:

- The southeast corner is undermined 1" long x 8" wide (Photo 23).

- Total loss of bearing area is 2.3%.

Beam C Bearing:

- The top face at the northwest corner is exposed 1/2" long x 1/2" wide (Photo 27).

- The top face at the southeast corner is exposed 1-1/2" long x 1-1/2" wide (Photo 28).

- Total loss of bearing area is 0.7%.

Beam E Bearing:

- The east side is undermined 1-1/2" long x 11" wide.

- Total loss of bearing area is 9.8%.

East Abutment #2:

Beam A Bearing:

- The northeast corner is undermined 2" long x 3" wide (Photo 20).

- The top face at the east side is exposed 4" long x 3" wide.

- The top face at the southeast corner is exposed 1/2" long x 1/4" wide.

- Total loss of bearing area is 8.6%.

Beam C Bearing:

- The top face at the northeast corner is exposed 2" long x 2" wide (Photo 30).

- Total loss of bearing area is 1.1%.

Beam F Bearing:

- The top face at the southeast corner is exposed 3" long x 1" wide (Photo 37).

- Total loss of bearing area is 0.9%.

Beam G Bearing:

- The top face at the northeast corner is exposed 1" long x 1" wide.

- Total loss of bearing area is 0.3%.

632 600 0 0321 51 49 0 0Re Conc Approach Slab Mod sq.ft 1,232

Notes: The reinforced concrete approach slabs are concealed from view by a bituminous concrete wearing surface (Photos 3-6).

402.00 724.00 0.00 0.00 1,126.00510 64.30 0 35.70 0.00Wearing Surfaces

Notes: The bituminous concrete approaches exhibit an isolated bituminous patch and sealed cracks (Photos 3-6).

Del/Spall/Patch/Pot(Wear Surf) 200 0 200 0 03210 0 100 0 0

Notes: The westbound lane in the east approach has a 2'-0" long x 1'-0" wide bituminous patch (Photo 6).

Crack (Wearing Surface) 400 0 400 0 03220 0 100 0 0

Notes: Both approaches have random sealed longitudinal and transverse cracks up to 20'-0" long (Photos 3-6).

28 72 18 08218 24 61 15 0Backwall, All Types Mod ft 118

Notes: The reinforced concrete backwalls at both abutments exhibit an isolated hollow area, isolated spalls with and without exposed rebar, areas of scale, and cracks with and without efflorescence and rust stains (Photos 16, 18-19, 32, and 43).

6.00 0.00 4.00 0.00 10.001080 0.00 0 60.00 40.00Delamination/Spall/Patched Area

Behind Beam A:

- At the top, there is a 3'-0" long x 1'-4" high x 4" deep spall.

Below Bay D:

- Near Beam E at the bottom, there is a 1'-0" long x 8" high x 1" deep spall.

At the South End:

- At the top, there is a 7'-0" long x 3'-0" high hollow area.

East Abutment #2:

Behind Beam A:

- At the top, there is a 1'-0" long x 2'-0" high x 3" deep spall (Photo 19).

Below Bay B:

- There is a 10" long x full height x 1-1/2" deep spall.

0.00 0.00 2.00 0.00 2.001090 0.00 0 0.00 100.00Exposed Rebar

Notes: The East Abutment #2 backwall below Bay C has a 2'-0" long x full height x 4" deep spall with exposed and debonded rebar.

15.00 0.00 10.00 0.00 25.001120 0.00 0 60.00 40.00Efflorescence/Rust Staining

Notes: The backwalls exhibit random vertical hairline cracks with efflorescence and rust stains. Additional deficiencies are noted as follows:

West Abutment #1:

At the North End:

- Adjacent to Beam A, there is a 5'-0" long x full height area of hairline map cracking with efflorescence (Photo 18).

At the South End:

- Adjacent to Beam I, there is a 3'-0" long x full height area of hairline map cracking with efflorescence.

East Abutment #2:

At the North End:

- Adjacent to Beam A, there is a 3'-0" long x full height area of hairline map cracking with efflorescence (Photo 19).

At the South End:

- Adjacent to Beam I, there is a 5'-0" long x full height area of hairline map cracking with efflorescence.

0.00 25.00 0.00 0.00 25.001130 100.00 0 0.00 0.00Cracking (RC and Other)

Notes: The backwalls have random vertical hairline cracks up to full height.

3.00 0.00 0.00 0.00 3.001111 0.00 0 100.00 0.00Scaling

Notes: Both backwalls have full length x 3" high x up to 1" deep scale along the base (Photos 16, 32, and 43).

The West Abutment #1 backwall behind Beam I has a 3'-0" long x 3'-0" high x 1" deep area of scale.

850 0 150 08366 85 0 15 0Rip Rap Mod sq.ft 1,000

Notes: There is rip rap located along the base of both abutments with an isolated area of erosion (Photos 41 and 46). Heavy poison ivy growth was noted at the north end of the rip rap in front of East Abutment #2 (Photo 62).

0.00 0.00 150.00 0.00 150.006000 0.00 0 0.00 100.00Scour

Notes: The rip rap at the north end of East Abutment #2 is undermined due to a 15'-0" long x 10'-0" wide area of erosion (Photo 46).

350 35 15 08335 88 9 4 0Guardrail, Vehicular Mod ft 400

Notes: There are steel approach guardrails with steel posts and blockouts along both sides of both approaches. The guardrails have isolated areas of rust, random impact scrapes and dents (Photo 57).

0.00 1,900.00 0.00 500.00 2,400.00515 79.17 21 0.00 0.00Steel Protective Coating

Notes: The steel guardrail elements, steel posts, and steel block-outs are galvanized and exhibit isolated areas of deteriorated coating

(Photo 57).

Peel/Bub/Crack(Stl Protect Coat) 500 0 0 0 5003420 0 0 0 100

Notes: The galvanic protective coating has isolated areas of deteriorated coating with areas of rust (Photo 57).

30.00 0.00 0.00 0.00 30.001000 0.00 0 100.00 0.00Corrosion

Notes: The approach guardrails have isolated areas of light rust at areas of deteriorated coating (Photo 57).

5.00 0.00 15.00 0.00 20.007000 0.00 0 25.00 75.00Damage

Notes: The approach guardrails have random scrapes with an area of impact damage noted as follows:

Northwest Guardrail:

- Approximately 50’ from the bridge, there is a 15'-0" long section of impact damage with the rail bent 1-1/2" to the north (Photo

57).

85 100 0 08336 46 54 0 0Conc Bridge Parapet Mod ft 185

Notes: There are reinforced concrete parapets with a two-pipe metal railing along both sides of the bridge with concrete end blocks.

The concrete parapets exhibit cracks with and without efflorescence and areas of missing joint filler material at the abutments

(Photos 9 and 59-60). The metal railings exhibit random areas of peeling paint with light rust and areas of minor impact damage (Photos 60-61).

The concrete end posts have full length x full height hairline map cracking with efflorescence and rust stains (Photos 58-59). The identification tablets and year-of-construction tablets are missing at all four (4) end posts, and there are areas of shallow rebar up to 6" long at these locations (Photo 58).

0.00 322.00 0.00 50.00 372.00515 86.56 13 0.00 0.00Steel Protective Coating

Notes: The two-pipe metal railing has a painted protective coating which exhibits random areas of missing and peeling paint (Photos

60-61).

Peel/Bub/Crack(Stl Protect Coat) 50 0 0 0 503420 0 0 0 100

Notes: The railings have random areas of missing and peeling paint (Photos 60-61).

30.00 0.00 0.00 0.00 30.001120 0.00 0 100.00 0.00Efflorescence/Rust Staining

Notes: South Parapet:

- Below each stanchion, there is hairline map cracking up to 10" long x full height with efflorescence.

North Parapet:

- Below each stanchion, there is efflorescence along the hairline map cracking (Photos 9, 59, and 60).

25.00 0.00 0.00 0.00 25.001130 0.00 0 100.00 0.00Cracking (RC and Other)

Notes: The north parapet has hairline map cracking covering approximately 90% of the parapet (Photos 9, 59, and 60).

3.00 0.00 0.00 0.00 3.007000 0.00 0 100.00 0.00Damage

Notes: North Railing:

- At the third stanchion from West Abutment #1, the southeast edge at the top has a 1" long x 6" high area bent 1" to the north

(Photo 60).

South Railing:

- At the first stanchion from East Abutment #2, the northwest edge at the bottom has a 1" long x 8" high area bent 3/4" to the south (Photo 61).

19 7 6 08371 59 22 19 0Conc Diaphragms Mod each 32

Notes: There are reinforced concrete end and intermediate diaphragms that exhibit isolated concrete patches, spalls with exposed rebar, and random cracks with and without rust stains (Photos 10, 27, and 33).

4.00 0.00 0.00 0.00 4.001080 0.00 0 100.00 0.00Delamination/Spall/Patched Area

Notes: The end and intermediate diaphragms have isolated concrete patches up to full width x 1'-6" high.

3.00 0.00 5.00 0.00 8.001090 0.00 0 37.50 62.50Exposed Rebar

Notes: The undersides of the end diaphragms have random areas of shallow rebar up to 6" long x 6" wide x 1/2" deep. Additional spalls with exposed rebar are noted as follows:

West Abutment #1:

Bay A:

- Adjacent to Beam B at the bottom, there is a 1'-6" long x 5" high x 3" deep spall with exposed rebar.

Bay B:

- Adjacent to Beam C at the bottom, there is a 1'-2" long x 5-1/2" high x 3" deep spall with exposed rebar (Photo 27).

Second Intermediate Diaphragms from West Abutment #1:

Bay B:

- Adjacent to Beam B, the west face has a 4" long x 1'-6" high x 1/2" deep spall with exposed rebar.

East Abutment #2:

Bay D:

- Adjacent to Beam D at the bottom, there is a 2'-0" long x 7" wide x 5" high x 3" deep spall with exposed rebar (Photo 33).

Below Bay H:

- Adjacent to Beam H at the bottom, there is a 1'-5" long x 8" wide x 1'-0" high x 1-1/2" deep spall with exposed rebar.

0.00 0.00 1.00 0.00 1.001120 0.00 0 0.00 100.00Efflorescence/Rust Staining

Notes: The end diaphragms have random horizontal hairline cracks with rust stains.

At East Abutment #2 in Bay A, there is a 1'-4" long x 1/8" wide horizontal crack with rust stains.

0.00 6.00 0.00 0.00 6.001130 100.00 0 0.00 0.00Cracking (RC and Other)

Notes: The end and intermediate diaphragms have random hairline cracks.

85 100 0 08398 46 54 0 0Curb/sidewalks - Con Mod ft 185

Notes: There are reinforced concrete safety walks with granite curbs along both sides of the bridge. The safety walks have random cracks with efflorescence and areas of scaling, and the curbs have missing joint mortar between curb sections, random scrapes, minor edge chips, and rust stains (Photos 9 and 59). There is missing joint sealant between the north safety walk and the northwest approach safety walk (Photos 59 and 63). The joint between the south safety walk and the southwest approach safety walk is filled with debris.

Approach Safety Walks:

- The southwest, northeast, and southeast approach safety walks have full length x full width hairline map cracking.

- The northwest approach safety walk is 1/8" higher than the bridge and has a 5'-0" long x 1" wide x 1/2" deep spall along the curb (Photos 59 and 63).

Approach Curbs:

- The third section of the northwest approach curb is settled 2-1/2" (Photo 63).

- The third section of the southwest approach curb is settled 2-1/2" and rotated 1" to the north (Photo 64).

- The second section of the northeast approach curb has a 6" diameter x 1/2" deep chip and the third section is settled 1".

- The third section of the southeast approach curb is settled 4" and rotated 1" to the north (Photo 65).

20.00 0.00 0.00 0.00 20.001080 0.00 0 100.00 0.00Delamination/Spall/Patched Area

Notes: The granite curbs have random minor chips (Photos 9 and 59).

30.00 0.00 0.00 0.00 30.001120 0.00 0 100.00 0.00Efflorescence/Rust Staining

Notes: The safety walks along both sides of the bridge have random longitudinal hairline cracks up to 3'-0" long with efflorescence

(Photo 9).

The granite curbs have random areas of rust stains (Photo 9).

10.00 0.00 0.00 0.00 10.007000 0.00 0 100.00 0.00Damage

Notes: The granite curbs have random scrapes (Photo 59).

40.00 0.00 0.00 0.00 40.001111 0.00 0 100.00 0.00Scaling

Notes: North Safety Walk:

At West Abutment #1:

- There is an 8'-0" long x 1" wide x 1/2" deep area of scale along the curb and a 1'-0" long x 2" wide x 1/2" deep area of scale midway between the curb and parapet (Photo 59).

Approximately 20’ from West Abutment #1:

- There is a 16'-0" long x 2" wide x 1/2" deep area of scale along the curb (Photo 9).

At East Abutment #2:

- There is a 16'-0" long x 2" wide x 1/2" deep area of scale along the curb.

44 50 0 08214 47 53 0 0R/C Wingwall Mod ft 94

Notes: There are reinforced concrete wingwalls at all four (4) corners of the bridge which exhibit areas of graffiti, missing joint filler material up to full height, heavy vegetation growth, and areas of map cracking with and without efflorescence (Photos 52-56).

Poison ivy growth was noted at the northwest wingwall (Photo 52).

40.00 0.00 0.00 0.00 40.001120 0.00 0 100.00 0.00Efflorescence/Rust Staining

Notes: The northwest wingwall has a 10'-0" long x 4'-0" high area of hairline map cracking with efflorescence.

40.00 0.00 0.00 0.00 40.001130 0.00 0 100.00 0.00Cracking (RC and Other)

Notes: Southwest Wingwall:

- At the north end near the bottom, there is a 5'-0" long x 4'-0" high area of hairline map cracking.

Northeast Wingwall:

- At the south end near the top, there is a 4'-0" long x 3'-0" high area of hairline map cracking (Photo 54).

Southeast Wingwall:

- There is full length x full height hairline map cracking (Photos 55-56).

40.00 0.00 0.00 0.00 40.008368 0.00 0 100.00 0.00Graffiti

Notes: Northwest Wingwall:

- There is a 6'-0" long x 5'-0" high area of graffiti (Photo 52).

Southwest Wingwall:

- There is full length x full height graffiti (Photo 53).

Northeast Wingwall

- There is a 10'-0" long x 4'-0" high area of graffiti (Photo 54).

Southeast Wingwall:

- There is a 6'-0" long x 4'-0" high area of graffiti (Photos 55-56).

Load Rating Event

Event Name: Load Rating Date (B.LR.03):2019-08-09-3297

Load Rater: COLLINS RIDOT-RSReviewer:

Software Used: 0 AASHTOWare BrR Secondary Software:

Load Rating Method (B.LR.04): Routine Permit Loads (B.LR.08):LRFR Load and Resistance Factor Rating

Description: [4/2/2019] Deterioration

Wearing Surface / Fill Depth: Category:3.00 inches

Vehicle Name

Rating

G ro ss

In ve n to ry (B

.L R

.0

O p er at in g

(B .L

R .0

C o n tr o lli n g

Le ga l (B

.L R

.0

Location Description

H_20 2.72 54.40

HL-93 Operating 1.98 71.28 Inv

HL-93 Inventory 1.53 55.08 Opr

AASHTO Type 3 2.37 59.25

AASHTO Type 3S2 2.01 72.36

AASHTO Type 3-3 2.01 80.40

AASHTO SU4 truck 2.13 57.51

AASHTO SU5 truck 1.91 59.21

AASHTO SU6 truck 1.71 59.42

AASHTO SU7 truck 1.55 60.06

FHWA Type EV2 emergency vehicle 2.06 59.23

FHWA Type EV3 emergency vehicle 1.36 58.48

RI_3 1.59 60.42

RI_4 1.61 60.38

RI_5 1.46 76.50

RI_6 1.51 98.15

RI_OP1 1.62 91.53

RI_OP2 1.77 141.60

RI_OP3 1.68 189.84

RIPTA 3.00 62.40

RI_OP4 1.52 127.68

RI_5B 1.30 81.25

RI_OP5 1.79 125.30

Load Posting Status History

Load Posting Status

(B.PS.01)

Permanent/Temp/SupportedOpen/Posted/ClosedPosting Status Change

Date (B.PS.02)

08/09/2019 Open Permanent PO

06/22/2023 Open Permanent PO

Cross Sections

Streambed Cross Sections

Orientation: Month/Year:Left View 06/20250Offset:

Graph Line Settings

Streambed Cross SectionName:

Style:

Color: Show in Graph:

Show in Legend When Graphed:Solid

#FF0000 R

R

General Information

Elevation Equation:

Soundings/Elevations Indicator: Elevations

Location of Base Measurement: 06/19/2025

Assumption

Bridge Inspection:

Water Surface:

Elevation Basis:

Top of Parapet, Abut. #2

Station Equation: North FasciaOffset Remark:

-23.1

Station Sounding/Elevation (ft) Remarks

0 + 0 East Abutment #2-19.6

0 + 6.81 2nd Post-21.9

0 + 20.44 4th Post-26.8

0 + 34.07 6th Post-30.6

0 + 47.7 8th Post-29.2

0 + 61.32 10th Post-25

0 + 74.95 12th Post-21

0 + 88.58 West Abutment #1-15.7

Orientation: Month/Year:Left View 06/20230Offset:

Graph Line Settings

Streambed Cross SectionsName:

Style:

Color: Show in Graph:

Show in Legend When Graphed:Solid

#FF0000 R

R

General Information

Elevation Equation:

Soundings/Elevations Indicator: Elevations

Location of Base Measurement:

Assumption

Bridge Inspection:

Water Surface:

Elevation Basis:

Top of parapet, A#2

Station Equation: North FasciaOffset Remark:

-22.3

Station Sounding/Elevation (ft) Remarks

0 + 0 Abutment #2-19.8

0 + 5.5 Post 2-21.1

0 + 12.5 Edge of water, Post 3-24.7

0 + 26.5 Post 5-28.8

0 + 40.5 Post 7-28

0 + 54.5 Post 9-26

0 + 68.5 Post 11-23.8

0 + 69.83 Edge of water-21.3

0 + 88.58 Abutment #1-15.8

Orientation: Month/Year:Left View 06/20210Offset:

Graph Line Settings

Streambed Cross SectionsName:

Style:

Color: Show in Graph:

Show in Legend When Graphed:Solid

#FF0000 R

R

General Information

Elevation Equation:

Soundings/Elevations Indicator: Elevations

Location of Base Measurement:

Assumption

Bridge Inspection:

Water Surface:

Elevation Basis:

Top of parapet, A#2

Station Equation: North FasciaOffset Remark:

-22.3

Station Sounding/Elevation (ft) Remarks

0 + 0 Abutment #2-19.7

0 + 5.5 Post 2-21

0 + 12.5 Edge of water, Post 3-24.5

0…