NP DEWA 10(6) 218(2)_4320-019P1194_Bridge_Insp_Rpts.pdf

BRIDGE INSPECTION REPORT

DINGMANS FALLS ACCESS BRIDGE #1

DINGMANS FALLS ACCESS ROAD OVER DINGMANS CREEK

DELAWARE WATER GAP NATIONAL RECREATION AREA

LOOKING WEST

STRUCTURE NO. 4320-019P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 1/17/2024

SOUTH (UPSTREAM) SIDE

Report prepared by:

Federal Highway Administration FLH Office of Bridges and Structures Bridge Inspection Program 22001 Loudoun County Parkway, Building E2, Suite 200 Ashburn, VA 20147 https://bridge.flhd.fhwa.dot.gov https://bridge.flhd.fhwa.dot.gov

STRUCTURE SUMMARY STRUCTURE NO. 4320-019P

DINGMANS FALLS ACCESS BRIDGE #1 INSPECTION DATE: 01/17/2024

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL: ..... 5 - PRESTRESSED CONCRETE NO. OF MAIN SPANS:

MAIN SPAN TYPE: .............. 05 - BOX BEAM OR GIRDERS - NO. OF APPR. SPANS:

# OF BEAMS, MAIN SPAN: . 8 STRUCT. TOTAL LENGTH: . 59.0 FT (18 M)

DECK TYPE: ........................ 1 - CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: ......... 56 FT (17.1 M)

WEARING SURFACE: ......... 6 - BITUMINOUS DECK WIDTH: ..................... 24.5 FT (7.5 M)

ABUT. FOUNDATIONS: ....... CURB TO CURB WIDTH: .... 23.1 FT (7 M)

PIER FOUDNATION(S): ...... 6 - N/A YEAR BUILT:

ABUTMENT / PIER MAT'L: .. 1 - CONCRETE YEAR RECONSTRUCTED: .

PROJ./PLAN REF. NO: ....... 000000000000 SKEW ANGLE: .................... 44 °

NPS ROAD CLASS: ............ 3- SPECIAL PURPOSE FRACTURE CRITICAL: ....... N

STRUCTURE HISTORY: ..... 1989-Wearing surface placed. 2005-Structure repaved. 2009-E. Abut. concrete repairs;

riprap placed at SW. Wing. & W. Abut. 2011-New rail system installed.

LOCATION

DELAWARE WATER GAP NATIONAL RECREATION AREA MILE POINT: .. .00 (KM PT 0)

STATE: .............................. 423 - PENNSYLVANIA LOCATION: .... 0.6 MILES WEST OF U.S. ROUTE 209, NORTH OF PENNSYLVANIA DISTRICTFACILITY CARRIED: ......... DINGMANS FALLS ACCESS

RANGER STATION.

FEATURE INTERSECTED: DINGMANS CREEK

INSPECTION TEAM: D. Barber, M. Coen

CONDITION ASSESSMENT:

David Barber 2624700309

REPORT REVIEW:

Marcus Miller

REPORT APPROVAL: Date: 03/11/2024

Jorgomai Ceesay

STRUCTURE EVALUATION SUMMARY

This prestressed concrete box beam bridge is in fair to poor condition overall and is scheduled for replacement in the near future under Project DEWA 10(6),218(2). The structure is currently exhibiting advanced deterioration of the transverse tensioning system; and gaps between the box beams, 1-1/2" to 2" wide, and rotation of the southernmost beam, with evidence of active leakage, efflorescence, and rust staining present on the box beam undersides. In addition, there is widespread cracking and spalling on the box beam undersides with exposed and rusted rebar and prestressing strands. There is a 1/8" wide longitudinal crack in Box Beam #3 that is within the midspan tension zone.

It should be noted that there is minor to moderate deterioration of the concrete abutments and wingwalls, including cracking with efflorescence and staining, and several areas of delamination. It should also be noted that the railing connections exhibit up to 100% section loss from several anchor bolts and nuts.

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 4320-019P

DINGMANS FALLS ACCESS BRIDGE #1 INSPECTION DATE : 01/17/2024

PRIORITY OF IMPROVEMENT226

A (Critical) - Structure is closed, in immediate damage of collapse, or presents a critical safety danger.

B (Major) - Structure is seriously deficient or presents a safety hazard, but can remain open at reduced loads or with frequent inspections.

C (Moderate) - Structure is deficient, functionally obsolete, or requires substantial repairs to prevent a serious deficiency or unsafe condition.

D (Minor) - Structure is generally in good condition. Preventive maintenance may be required.

E (Special) - Structure is under construction or reconstruction.

B

Item No.

Maintenance Recommendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

61.4

REMOVE FLOOD DEBRIS FROM UPSTREAM CHANNEL

BANKS AND FALLEN TREES FROM DOWNSTREAM

CHANNEL.

1 LS 4000 4000

222.7

INSTALL SOUTHWEST OBJECT MARKER.

1 LS 500 500

PRELIM. MAINTENANCE TOTAL : 4500

Item No.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST ESTIMATES

REHAB RECONSTR

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : .. 0

TOTAL ITEMIZED COSTS:

PRELIMINARY ESTIMATE TOTAL * :

(*Includes typical contract costs for mobilization, traffic control and design/construction engineering: but does not include detour bridges, work beyond the bridge limits, or work not listed above. Estimates are approximate and are for planning purposes only; they should not be used as a complete or final engineers estimate.)

Remarks : Cost estimates assume that recommended actions will be combined with similar work being performed on other structures.

Structure is scheduled for replacement in the near future under Project DEWA 10(6),218(2)

FIELD INSPECTION REPORT STRUCTURE NO. 4320-019P

58. DECK

1. DECK SLAB

4. RIDEABILITY

5. CURBS, SIDEWALKS, AND MEDIAN

6. PARAPETS AND/OR RAILINGS

7. DRAINS AND DRAINAGE

8. UTILITIES

9. DEFLECTION AND/OR VIBRATION

10.OTHER:

59. SUPERSTRUCTURE

1. BEARING DEVICES

2. GIRDERS OR BEAMS

3. ARCH(ES) OR SLAB(S)

4. FLOOR BEAMS AND STRINGERS

5. TRUSSES

6. DIAPHRAGMS AND BRACING

7. PAINT

8. FASCIA(E)

9. DEFLECTION AND/OR VIBRATION

10.ALIGNMENT

11.OTHER

60. SUBSTRUCTURE

61. CHANNEL

1. ALIGNMENT

2. EROSION AND/OR SCOUR

3. CHANNEL PROTECTION

4. WATERWAY OBSTRUCTIONS

5. OTHER

6. ADEQUACY OF OPENING

7. NORMAL VELOCITY

8. AVERAGE CLEAR OPENING

9. STREAMBED COMPOSITION:

222. APPROACHES

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER

223. RETAINING WALL

1. WALL

2. WEEP HOLES

3. FOUNDATION

4. EROSION AND/OR SCOUR

5. SETTLEMENT OR DEFLECTION

6. OTHER

G

G

G

F

F

G

F

N

P

N

N

N

N

N

N

G

F

P

F

F

G

F

N

1- SUFF

2 - MED

N

N

G

G

G

F

F

G

N

2. EXPANSION JOINTS N

3. WEARING SURFACE G

N

TRANS. POST-TENS.

10 FT

STRIPING

G

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

G = GOOD (CODES 7 - 9) F = FAIR (CODES 5 - 6) P = POOR (CODES 0 - 4)

CONDITION RATING CODES FOR ITEMS 58 - 62, 222, 223

NOT APPLICABLEN

EXCELLENT CONDITION9

VERY GOOD CONDITION - no problems noted.8

GOOD CONDITION - some minor problems.7

SATISFACTORY CONDITION - structural elements show some minor deterioration.6

FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling, or scour.

POOR CONDITION - advanced section loss, deterioration, spalling, or scour.4

SERIOUS CONDITION - 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.

CRITICAL CONDITION - 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 structure until corrective action can be taken.

“IMMINENT” FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability.

Structure is closed to

FAILED CONDITION - out of service; beyond corrective action.0

ROCKSTRIPING

1. BREASTWALLS OR COLUMNS F

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS F

4. BACKWALLS AND/OR BULKHEADS N

5. FOUNDATIONS N

6. WINGWALLS F

7. WEEP HOLES G

8. EXPANSION JOINTS N

9. EROSION AND/OR SCOUR G

10.SETTLEMENT OR DEFLECTION G

11.SLOPE PROTECTION G

12.OTHER N

ABUTMENTS

PIER(S)

13. WALLS AND/OR COLUMNS

14.PILE BENTS

15.CAPS AND/OR BEARING SEATS

16.FOUNDATIONS

17.EROSION AND/OR SCOUR

18.SETTLEMENT OR DEFLECTION

19.OTHER

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS:

B. TRANSITIONS:

C. APPROACH GUARDRAILS:

D. APPROACH GUARDRAIL ENDS:

N

N

N

N

N

N

N

TRAFFIC SAFETY RATING CODES

0 - Does not meet standards or a safety features is required and none is provided.

1 - Meets currently acceptable standards.

N - Not applicable or a safety features is not required.

FIELD INSPECTION REPORT STRUCTURE NO. 4320-019P

ITEM REFERENCE AND REMARKS

58.5 MINOR TRANSVERSE CRACKING, SPALLING, AND SCALING OF CURBS.

CURBS NOT VISIBLE AT TIME OF 2024 INSPECTION DUE TO SNOW COVER.

58.6 STEEL-BACKED TIMBER RAIL SYSTEM. RUSTING WITH UP TO 100% SECTION LOSS FROM SEVERAL ANCHOR BOLTS AND NUTS ON SOUTH RAILING POST CONNECTIONS. MODERATE CHECKS ARE TYPICAL IN TIMBER RAILINGS.

58.7 MINOR DEBRIS ACCUMULATION WITH VEGETATION ALONG CURBLINES. DECK DRAINS ARE PAVED OVER.

DECK SURFACE NOT VISIBLE AT TIME OF 2024 INSPECTION DUE TO SNOW AND ICE COVER.

58.10

222.9

LANE STRIPING IS WORN. LANE STRIPED NOT VISIBLE AT TIME OF 2024 INSPECTION DUE TO SNOW AND ICE COVER.

59.2 WIDESPREAD EDGE SPALLING WITH EXPOSED AND RUSTED PRESTRESSING STRANDS AND REBAR ON ALL BOX BEAMS AT

RANDOM LOCATIONS.

SEVERAL AREAS OF DELAMINATION ON BOX BEAM UNDERSIDES. BEAM #1 IS SLIGHLTY LEANING SOUTH CAUSING SOUTH RAILING TO ALSO ROTATE AND CRACKING TO SOUTH END OF ABUTMENTS AND SOUTH WINGWALLS. MODERATE LEAKAGE BETWEEN BOX BEAMS #1 AND #2; HEAVY MOISTURE ON UNDERSIDE OF BOX BEAM #1. EVIDENCE OF MINOR LEAKAGE BETWEEN

BOX BEAMS #2-#3 AND #7-#8. HEAVY RUST STAINING ON UNDERSIDE OF BOX BEAM #2.

MODERATE LONGITUDINAL CRACKING ON UNDERSIDE OF BOX BEAMS #2, #3, AND #5 THROUGH #8, SEVERAL FULL LENGTH;

CRACK ON UNDERSIDE OF BOX BEAM #2 UP TO 1/8" WIDE WITH RUST TSAINING. MINOR TRANSVERSE CRACKS ON BOX BEAM #4 AND #8 NEAR ABUTMENTS. UP TO 10' LONG X 1/8" WIDE CRACK AT MIDSPAN TENSION ZONE OF BOX BEAM #3.

59.9 BOX BEAM #7 APPEARS TO BE DEFLECTED APPROXIMATELY 2" UPWARD AT MIDSPAN.

59.10 GAPS UP TO 3/4" WIDE BETWEEN ADJACENT BOX BEAMS; UP TO 2" (PAST MEASUREMENT 1-3/4") BETWEEN BOX BEAMS #1-#2.

UP TO 2" VERTICAL MISALIGNMENT BETWEEN BEAMS.

59.11 SOUTH NUT MISSING FROM WEST POST-TENSIONING ROD WITH RUSTING AND 100% SECTION LOSS FROM EXPOSED ROD END;

MODERATE LEAKAGE AT THIS LOCATION. RUSTING WITH UP TO 50% SECTION LOSS FROM SOUTH NUT AT EAST POST- TENSIONING ROD. UNUSED POST-TENSIONING DUCTS WERE NOT MEANT TO BE USED, COUNTING FROM EAST, SOUTH BEAM

USES HOLES 1 AND 3, NORTH BEAM USES HOLES 2 AND 4.

60.1

60.3

60.10

MODERATE CRACKING OF PATCHING AT SOUTHEAST AND SOUTHWEST BEARING AREAS. MODERATE DETERIORATION OF

GROUT POUR AT BEARING SEAT AREAS.

MINOR SCALING OF ABUTMENT BREASTWALLS ALONG BASE. MODERATE RANDOM CRACKING WITH EFFLORESCENCE AND

DELAMINATION OF BOTH ABUTMENT BREASTWALLS AT SOUTH SIDE.

PATCHED AREA ON EAST ABUTMENT BREASTWALL UNDER BOX BEAM #5; MODERATE VERTICAL CRACK ALONG PATCH. SLIGHT FORWARD MOVEMENT OF EAST ABUTMENT BREASTWALL EVIDENT; ABUTMENT APPEARS STABLE, HOWEVER.

FULL HEIGHT VERTICAL X 1/8" WIDE 6' FROM NORTH END OF WEST ABUTMENT AND 8' FROM NORTH END OF EAST ABUTMENT.

SEVERAL VERTICAL AND DIAGONAL CRACKS, SOME SEALED, AT SOUTH END OF WEST ABUTMENT. PATCHED AREA AT TOP OF

SOUTH END OF WEST ABUTMENT IS CRACKING AND SLIGHTLY HOLLOW DUE TO ROTATING BEAM.

60.6 MINOR RANDOM CRACKING WITH EFFLORESCENCE ON WINGWALLS; HEAVY ON SOUTHWEST WINGWALL WITH MODERATE

DELAMINATION NEAR ABUTMENT.

60.11

61.3

RIPRAP ON SOUTH EMBANKMENT ADJACENT TO AND IN FRONT OF SOUTHWEST WINGWALL; SOME RIPRAP EXTENDS ALONG

WEST ABUTMENT.

61.1 STREAM FLOWS ALONG WEST ABUTMENT DURING PERIODS OF HIGH FLOW.

61.2 SEE BRIDGE FILE FOR SCOUR EVALUATION.

UPTO 10" OF AGGRADATION FORMING GRAVEL BAR NOTED IN CENTER OF CHANNEL UNDER BRIDGE.

61.4 LARGE FALLEN TREES IN DOWNSTREAM CHANNEL APPROXIMATELY 200' FROM BRIDGE. MINOR FLOOD DEBRIS ALONG

UPSTREAM CHANNEL BANKS.

222.4

222.6

222.7

TRANSVERSE CRACKING OF ASPHALT PAVEMENT WITH SETTLEMENT AT SOUTH END OF EAST APPROACH. LONGITUDINAL

CRACKING 85' LONG IN SOUTH EDGE OF EASTBOUND LANE AT WEST APPROACH.

PAVEMENT SURFACE NOT VISIBLE AT TIME OF 2024 INSPECTION DUE TO SNOW AND ICE COVER.

BORING HOLE IN WEST APPROACH PAVEMENT IN EASTBOUND LANE.

TYPE 3 OBJECT MARKERS AT BRIDGE CORNERS; SOUTHWEST OBJECT MARKER IS MISSING.

222.3 TYPICAL MINOR ROTATION, MISALIGNMENT, AND CHECKS IN APPROACH RAILINGS

222.8

36.B

36.D

SHARP CURVE AT WEST APPROACH.

36.A

36.B

36.D

BRIDGE RAILINGS DO NOT MEET CURRENTLY ACCEPTABLE STANDARDS. APPROACH GUARDRAIL TRANSITIONS NOT PROPERLY

STIFFENED. APPROACH GUARDRAILS DO NOT TERMINATE SAFELY.

STRUCTURE LOAD RATING STRUCTURE NO. 4320-019P

TRUCK TYPE

INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)

TONS METRIC TONS TONS METRIC TONS

H 11 10 20 18

HS 21 19 36 33

TYPE 3 14 13 25 23

TYPE 3S2 21 19 36 33

TYPE 3-3 23 21 40 36

DESIGN LOADING: 4 - H 20

CAPACITY MEETS OR EXCEEDS DESIGN LOAD

X CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 05/30/2019

LOAD RATING CONTROLLED BY:

REMARKS: RATING BASED ON ENGINEERING JUDGEMENT IN ACCORDANCE WITH AASHTO MANUAL FOR BRIDGE EVALUATION (MBE).

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 4320-019P

STRUCTURE IDENTIFICATION

(1) STATE:............................................ 423 - PENNSYLVANIA

(2) STATE HWY. AGENCY DIST:

(201) PARK: DELAWARE WATER GAP NATIONAL RECREATION AREA

(202) STRUCTURE NAME:..............DINGMANS FALLS ACCESS BRIDGE

#1

(203) STRUCTURE KIND:............... 1 - BRIDGE

(204) STRUCTURE NUMBER:.........4320-019 P

3 - NORTHEAST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:

(208) NPS ROAD CLASS:............... 3- SPECIAL PURPOSE

(209) WITHIN NPS BNDRY?:.......... Yes

(210) OPERATING UNIT:.................PARK

(211) PROJECT NO(S):

(212) DRAWING NUMBERS:...........NONE

(21) MAINTAINED BY:......................66 - NATIONAL PARK SERVICE

(22) OWNER:................................... 66 - NATIONAL PARK SERVICE

(3) COUNTY CODE:

(4) CITY / PLACE CODE:

(5) INVENTORY ROUTE:

(6) FEATURES INTERSECTED:

(7) FACILITY CARRIED:

(8) STATE STRUCTURE NO:

(9) LOCATION:

(10) INV. RTE. - MIN. VERT. CLR:

(11) MILE POINT:

(27) YEAR BUILT:

(106) YEAR RECONSTRUCTED:

(20) TOLL:

(37) HISTORIC DESIGNATION:

42103 PIKE

00000

1 6 4 00218 0

DINGMANS CREEK

DINGMANS FALLS ACCESS ROAD

4320019P0000000

0.6 MILES WEST OF U.S. ROUTE 209,

NORTH OF PENNSYLVANIA DISTRICT

RANGER STATION.

99.99 FT ( 99.99 M)

.00 (KM PT: 0 )

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........5 - PRESTRESSED CONCRETE (44A) APPR. STR. MATERIAL:............ 0 - Other

(43B) MAIN STR. TYPE:.................. 05 - BOX BEAM OR GIRDERS - (44B) APPR. STR. TYPE:.................... 00 - OTHER

MULTIPLE

(45) NO. OF MAIN SPANS:..............001 (46) NO OF APPROACH SPANS:

(48) MAX. SPAN LENGTH:..............56 FT ( 17.1 M)

(49) STRUCTURE LENGTH:........... 59.0 FT ( 18 M) (108) WEAR SURFACE/PROTECT SYSTEM:

(216A) ABUTMENT #1 FDN:........... A) TYPE WEARING SURFACE:.. 6 - BITUMINOUS

(216B) ABUTMENT #2 FDN:........... 0 - UNKNOWN B) TYPE MEMBRANE:................. 0 - NONE

(217A) PREDOM. PIER FDN:.......... 6 - N/A C) TYPE PROTECTION:.............. 0 - NONE

(217B) SECOND. PIER FDN:.......... 6 - N/A (218) IS SALT USED?.......................... YES

(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE

LOAD RATING AND POSTING

(31) DESIGN LOAD:.........................4 - H 20 (41) LOAD RESTRICTION:.................. A - OPEN

(66) INVENTORY RATING:..............21 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 19.1

LOADS

(64) OPERATING RATING:..............36 TONS ( 32.7 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 01/17/2024 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: N - 0 - NONE (A) FRACTURE CRITICAL:.......... N

(220) SPECIAL STUDY TYPE: 0 - NONE INSP. EVERY MONTHS - LAST INSP:

(221) SPECIAL STUDY DATE: (B) UNDERWATER:..................... N

INSP. EVERY MONTHS - LAST INSP:

(C) SPECIAL INSPECTION:........ N

INSP. EVERY MONTHS - LAST INSP:

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 4320-019P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 41° 13'29.20" (51) CURB TO CURB WIDTH:............ 23.1 FT ( 7 M)

(17) LONGITUDE:............................ 74°52 '48.10" (52) DECK WIDTH:.......................... 24.5 FT ( 7.5 M)

(19) DETOUR LENGTH:.................. 3 MI ( 5 KM) (32) APPR. ROADWAY WIDTH:...... 21.0 FT ( 6.4 M)

(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 17.0 FT ( 5.2 M)

(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 2.0 FT ( 0.6 M)

(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 2.0 FT ( 0.6 M)

(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

(29) AVG DAILY TRAFFIC:..............5017 (34) SKEW ANGLE:......................... 44 °

(30) YEAR OF ADT:......................... 2022 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................6020 (47) TOTAL HORIZ. CLEARANCE:.. 23.1 FT ( 7 M)

(115) YEAR OF FUTURE ADT:........2042 (50) CURB OR SIDEWALK WIDTHS:

(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 0.0 FT ( 0 M)

(38) NAVIGATION CONTROL:.........0 RIGHT:.................................. 0.0 FT ( 0 M)

(39) VERTICAL CLEARANCE:.........0 FT ( 0 M) (214) BRIDGE RAIL TYPE

(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 1 - FULL HEIGHT (NO PARAPET)

(111) ABUT OR PIER PROT:........... MATERIAL:........................... 8 - TIMBER/OTHER

LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 3 - SIMPLE RAIL (JOINTS AT EACH

POST)

(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 2.50 FT ( 0.76 M)

(56) LEFT:.................................0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

(54) MIN. VRT. UNDRCLRANCE:... .00 FT ( 0 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:

(59) SUPERSTRUCTURE:

(60) SUBSTRUCTURE:

(61) CHANNEL:

(62) CULVERT:.................................N

(222) APPROACHES:

(223) RETAINING WALL:.................N

(36) TRAFFIC SAFETY FEAT: 0 0 1 0

(75A) TYPE OF WORK:................... 35 - REHABILITATION - DETERIORATION

(75B) WORK DONE BY:.................. 1 - WORK TO BE DONE BY CONTRACT

(76) IMPROVEMENT LENGTH:.......56.0 FT ( 17.1 M)

(67) STRUCTURAL EVALUATION:

(68) DECK GEOMETRY:

(69) UNDERCLEARANCES:................ N

(71) WATERWAY ADEQUACY:

(72) APPROACH ALIGNMENT:

(113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF

FOOTING OR PILES

(225) PURPOSE OF IMPROVEMENT: 3 - CONSTRUCTION

(226) PRIORITY OF IMPROVEMENT: B - MAJOR

(227) MAINTENANCE COST:.............$ 4500

(228) REHAB / RECNSTR COST:..... $ 0

(229) CONSTRUCTION COST:.......... $ 0

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1989-Wearing surface placed. 2005-Structure repaved. 2009-E. Abut. concrete repairs; riprap placed at SW. Wing. & W. Abut. 2011-New rail system installed.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

https://LENGTH:

https://13'29.20

Inspector: David Barber Structure Number: 4320019P0000000

Inspection Date: 01/17/2024 Facility Carried: DINGMANS FALLS ACC

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING EAST TOWARD ROUTE 209; NOTE SNOW COVERED ROADWAY/DECK

PHOTO 4

Description NORTH (DOWNSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 5

Description TYPICAL BLUNT END OF APPROACH RAILS, NORTHWEST APPROACH RAIL SHOWN

PHOTO 6

Description TYPICAL CHECKS IN BRIDGE RAILS, SOUTH RAIL NEAR EAST ABUTMENT SHOWN

Bridge Inspection Report

Pictures

PHOTO 7

Description TYPICAL CHECKS, SPLITS, AND MISALIGNMENT OF APPROACH RAIL SECTIONS, SOUTHWEST APPROACH RAIL SHOWN

PHOTO 8

Description TYPICAL CORROSION OF BRIDGE RAIL POSTS, NORTH SIDE SHOWN

Bridge Inspection Report

Pictures

PHOTO 9

Description TYPICAL DEBRIS ACCUMULATION ALONG CURBLINES, SOUTH CURBLINE SHOWN

PHOTO 10

Description GENERAL UNDERSIDE VIEW LOOKING WEST

Bridge Inspection Report

Pictures

PHOTO 11

Description GENERAL VIEW OF WEST ABUTMENT

PHOTO 12

Description GENERAL VIEW OF EAST ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 13

Description TYPICAL WATER AND RUST STAINS ON DECK UNDERSIDE

PHOTO 14

Description OUTWARD ROTATION OF BEAM #1

Bridge Inspection Report

Pictures

PHOTO 15

Description GAP BETWEEN BEAM #1 AND BEAM #2 AT WEST ABUTMENT; NOTE BEAM APPEARS TO BE

ROTATING

PHOTO 16

Description TYPICAL VERTICAL DIFFERENTIAL OF BEAMS

Bridge Inspection Report

Pictures

PHOTO 17

Description GAP BETWEEN BEAMS #1 AND #2; NOTE WATER LEAKAGE

PHOTO 18

Description SPALL IN BEAM #1 NEAR MIDSPAN

Bridge Inspection Report

Pictures

PHOTO 19

Description LONGITUDINAL CRACK WITH RUST STAINING IN CENTER OF BEAM #2

PHOTO 20

Description EDGE SPALLS WITH EXPOSED REBAR ON DECK UNDERSIDE NEAR WEST ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 21

Description SPALLS WITH EXPOSED REBAR ON UNDERSIDE OF BEAMS #3 AND #4 NEAR EAST

ABUTMENT

PHOTO 22

Description LONGITUDINAL CRACKS ON UNDERSIDE OF BEAM #3 NEAR MIDSPAN

Bridge Inspection Report

Pictures

PHOTO 23

Description FULL-HEIGHT VERTICAL CRACK AT NORTH END OF WEST ABUTMENT

PHOTO 24

Description MAP CRACKSWITH EFFLORESCENCE, SPALLING, AND DELAMINATION ALONG SOUTH

END OF EAST ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 25

Description FULL-HEIGHT VERTICAL CRACK AT NORTH END OF EAST ABUTMENT

PHOTO 26

Description CRACKS WITH EFFLORESCENCE IN SOUTHWEST WINGWALL

Bridge Inspection Report

Pictures

PHOTO 27

Description HOLLOW SOUNDING PATCHING AT SOUTHWEST WINGWALL

PHOTO 28

Description CRACKS WITH EFFLORESCENCE IN NORTHWEST WINGWALL

Bridge Inspection Report

Pictures

PHOTO 29

Description LOOKING UPSTREAM

PHOTO 30

Description LOOKING DOWNSTREAM; NOTE FLOOD DEBRIS IN CHANNEL