BIP Report_Structure No. 3120-001P.pdf

BRIDGE INSPECTION REPORT

SHERRICKS RUN BRIDGE

RODMAN AVENUE OVER SHERRICKS RUN

ANTIETAM NATIONAL BATTLEFIELD

LOOKING SOUTH

STRUCTURE NO. 3120-001P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 10/13/2021

WEST (UPSTREAM) SIDE

Report prepared by:

Federal Highway Administration Federal Lands Bridge Office Bridge Inspection and Management Program 21400 Ridgetop Circle Sterling, Virginia 20166 https://bridge.flhd.fhwa.dot.gov https://bridge.flhd.fhwa.dot.gov

STRUCTURE SUMMARY STRUCTURE NO. 3120-001P

SHERRICKS RUN BRIDGE INSPECTION DATE: 10/13/2021

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL:

MAIN SPAN TYPE:

# OF BEAMS, MAIN SPAN: .

DECK TYPE:

WEARING SURFACE:

ABUT. FOUNDATIONS:

PIER FOUDNATION(S):

ABUTMENT / PIER MAT'L: ..

PROJ./PLAN REF. NO:

NPS ROAD CLASS:

STRUCTURE HISTORY:

2 - CONCRETE CONTINUOUS NO. OF MAIN SPANS:

06 - BOX BEAM OR GIRDERS - NO. OF APPR. SPANS:

1 STRUCT. TOTAL LENGTH: . 160.0 FT (48.8 M)

1 - CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: ......... 57 FT (17.4 M)

3 - LATEX CONCRETE OR SIMILAR DECK WIDTH: ..................... 20.0 FT (6.1 M)

3 - SPREAD FOOTING ON PILES CURB TO CURB WIDTH: .... 16.0 FT (4.9 M)

2 - SPREAD FTG ON BEARING MAT'L YEAR BUILT:

1 - CONCRETE YEAR RECONSTRUCTED: .

7A1. 308-1 SKEW ANGLE: .................... 0 °

1 - PRINCIPAL PARK ROAD FRACTURE CRITICAL: ....... N

1985-WEARING SURFACE PLACED, DRAIN BASINS INSTALLED. 2000-APPROACHES

PAVED, PARAPET EXPANSION JOINTS CLEANED/RESEALED, SCREENS PLACED IN

WEEP HOLES. 2002-NEW TIMBER APPROACH RAIL.

LOCATION

ANTIETAM NATIONAL BATTLEFIELD MILE POINT: .. .48 (KM PT 0.15)

STATE: .............................. 243 - MARYLAND LOCATION: .... 0.16km (0.1 MILES) TO ROHRBACH'S

FARMFACILITY CARRIED: ......... RODMAN AVENUE

FEATURE INTERSECTED: SHERRICKS RUN

INSPECTION TEAM: N. Jansen, D. Lind, W. Marte

CONDITION ASSESSMENT:

Nathanael Jansen

REPORT REVIEW:

Marcus Miller

REPORT APPROVAL: Date: 03/07/2022

Jorgomai Ceesay

STRUCTURE EVALUATION SUMMARY

This concrete tee beam bridge is in fair structural condition. Problems with this structure include cracking, delamination and spalling of the concrete patch at the west side of the south abutment; and missing hold-down bolts for the north approach drain grate (bolts may have been intentionally omitted.) Corrective measures should be taken as outlined in this report to prevent the possible development of more serious or costly problems in the future.

Other problems noted is extensive cracking in the concrete deck and the tee beam superstructure, but no repairs to the cracks are currently deemed necessary. This condition will continue to be monitored during future inspection cycles, however, corrective action may be recommended at some point in the future.

In addition, there is minor collision damage on the underside of the tee beam over the westbound underpass traffic lane. The collision appears to have cracked and delaminated an approximately 1' x 1' portion of

STRUCTURE SUMMARY STRUCTURE NO. 3120-001P

SHERRICKS RUN BRIDGE INSPECTION DATE: 10/13/2021

concrete. The loose concrete could fall at some point and pose a traffic hazard; all loose concrete in this area should be removed to help ensure motorist safety.

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 3120-001P

SHERRICKS RUN BRIDGE INSPECTION DATE : 10/13/2021

226 PRIORITY OF IMPROVEMENT C

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.

Item No.

Maintenance Recommendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

222.9

REPLACE MISSING DRAIN GRATE HOLD-DOWN BOLTS AT

NORTH APPROACH. 1 LS 500 1000

60.7

REMOVE SILT AND SAND FROM WEEPHOLES

1 LS 1000 1000

222.3

REPAIR SPALL AREA AT EAST PARAPET NEAR MIDSPAN.

1 LS 1000 1000

PRELIM. MAINTENANCE TOTAL : 3000

Item REHABILITATION/RECONSTRUCTION

UNIT

UNIT PRELIM. COST ESTIMATES

No. (TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. COST

REHAB RECONSTR

60.1 REPAIR SPALLING OF PATCHED AREA AT WEST

END OF SOUTH ABUTMENT BREASTWALL AND

REMOVE UNSOUND AREARS OF CONCRETE

AND PLACE NEW CONCRETE TO ORIGINAL

DIMENSIONS.

1 LS 12000 12000

59.2 REMOVE LOOSE CONCRETE AT AREA OF

COLLISION DAMAGE ON UNDERSIDE OF TEE

BEAM OVER WESTBOUND TRAFFIC LANE.

1 LS 2000 2000

58.5 REPAIR SPALL AT NORTHEAST APPROACH

PARAPET. 1 LS 1000 1000

CONTRACT COSTS FOR MOBILIZATION,

TRAFFIC CONTROL, DESIGN, AND

CONSTRUCTION ENGINEERING.

1 LS 18000 20000

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL : 35000

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 3120-001P

SHERRICKS RUN BRIDGE INSPECTION DATE : 10/13/2021

226 PRIORITY OF IMPROVEMENT C

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.

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : .. 0

38000TOTAL 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 are based on historical data, including costs for similar projects when available.

FIELD INSPECTION REPORT STRUCTURE NO. 3120-001P

SHERRICKS RUN BRIDGE INSPECTION DATE: 10/12/2021

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

F

G

F

G

G

G

N

N

F

N

N

N

N

N

N

G

G

N

G

G

N

G

N

1- SUFF

2 - MED

N

N

G

G

G

G

G

F

N

2. EXPANSION JOINTS G

3. WEARING SURFACE F

N 35 FT

DRAIN GRATE

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

FA R 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.

“ MM NENT” FA LURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability.

Structure is closed to

FA LED CONDITION - out of service; beyond corrective action. 0

ROCK

ABUTMENTS

1. BREASTWALLS OR COLUMNS F

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS N

4. BACKWALLS AND/OR BULKHEADS F

5. FOUNDATIONS G

6. WINGWALLS G

7. WEEP HOLES F

8. EXPANSION JOINTS N

9. EROSION AND/OR SCOUR F

10.SETTLEMENT OR DEFLECTION G

11.SLOPE PROTECTION N

12.OTHER N

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS:

B. TRANSITIONS:

C. APPROACH GUARDRAILS:

D. APPROACH GUARDRAIL ENDS:

PIER(S) TRAFFIC SAFETY RATING CODES

13. WALLS AND/OR COLUMNS G

N

N

N

G

G

N

0 - Does not meet standards or a safety features is 14.PILE BENTS required and none is provided.

15.CAPS AND/OR BEARING SEATS

1 - Meets currently acceptable standards.

16.FOUNDATIONS

17.EROSION AND/OR SCOUR N - Not applicable or a safety features is not required.

18.SETTLEMENT OR DEFLECTION

19.OTHER

FIELD INSPECTION REPORT STRUCTURE NO. 3120-001P

ITEM REFERENCE AND REMARKS

61.2 SEE BRIDGE FILE FOR SCOUR EVALUATION.

58.1

58.3

WIDESPREAD MODERATE CRACKING OF WEARING SURFACE. FULL LENGTH LONGITUDINAL CRACK ALONG CENTERLINE.

TYPICAL TRANSVERSE CRACKING AT PARAPET JOINTS.

MINOR TO MODERATE CRACKING WITH EFFLORESCENCE AND WATER STAINS ON UNDERSIDE OF DECK OVERHANGS, ESPECIALLY AT PARAPET JOINTS.

MOST PREVIOUSLY REPAIRED PATCH AREAS OF DECK SOUND DELAMINATED IN PLACES. 2'X4' DELAMINATION AT NORTH SPAN;

2'X2' DELAMINATION AT SOUTH SPAN; AND DELAMINATION ALONG EDGE OF DECK JOINT AT SOUTH ABUTMENT.

58.2 2' LONG SECTION OF SEALANT MISSING AT WEST END OF SOUTH JOINT.

58.5 MODERATE CRACKING THROUGHOUT CURBS. MINOR SCALING OF EAST SIDE CURBS ALONG NORTH ABUTMENT WINGWALLS.

MODERATE SPALLING OF NORTHEAST APPROACH PARAPET CURB; 5'X1' LONG. FULL LENGTH PATCH AT NORTHWEST PARAPET.

58.6 MINOR TO MODERATE RANDOM CRACKING OF PARAPETS; LIGHT EFFLORESCENCE FROM CRACKS; TWO 1'X1' SPALL AND

DELAMINATION AT EAST PARAPET IN SOUTH SPAN.

HEAVY VEGETATION ALONG BOTH SIDES OF BRIDGE SEVERAL AREARS IN CONTACT WITH BRIDGE.

TREES GROWING UNDER BRIDGE.

59.2 MINOR TO MODERATE TRANSVERSE, LONGITUDINAL AND RANDOM CRACKING OF TEE BEAM WITH EFFLORESCENCE THROUGHOUT; MODERATE DIAGONAL CRACKING NEAR ABUTMENTS, POSSIBLY DUE TO TORSIONAL LOAD EFFECTS. MINOR

DELAMINATIONS OF TEE BEAM IN ISOLATED LOCATIONS OF ALL SPANS.

MINOR COLLISION DAMAGE ON EAST FACE AND UNDERSIDE OF TEE BEAM WEB OVER UNDERPASS WESTBOUND TRAFFIC LANE.

APPROXIMATELY 1'X1' AREA OF LOOSE CONCRETE NEAR POINT OF IMPACT, COULD FALL AT SOME POINT AND POSE TRAFFIC

HAZARD.

1'X4' SPALL UNDER SIDE OF BEAM NEAR NORTH ABUTMENT AND 1'-6"X10" SPALL IN EAST SIDE.

60.1 MINOR CRACKING OF BOTH ABUTMENT BREASTWALLS WITH DELAMINATION; LIGHT EFFLORESCENCE FROM CRACKS; NORTH

BREASTWALL CRACKS EXTEND INTO TEE BEAM WEB.

(7'L X 4'H X 2'D) REPAIR PATCH AT WEST END OF THE SOUTH ABUTMENT HAS SPALLING WITH SEVERE DELAMINATION AND CRACKING WITH EFFLORESCENCE (L4' X H3') AREA OF DELAMINATION AT EAST END WITH DELAMINATION OF 1/3 OF REMAINING

BREASTWALL.

WATER STAINS ON BOTH ABUTMENTS FROM JOINT LEAKAGE.

60.4

60.6

MODERATE CRACKING OF BACKWALLS WITH DELAMINATION. MINOR SPALLING 1'-6"X6" NORTH BACKWALL. PATCH ON TOP OF SOUTH BACKWALL IS DELAMINATED. MINOR CRACKING THROUGHOUT WINGWALLS. VINE GROWTH ON SOUTHEAST AND

NORTHWEST WINGWALLS

60.7

60.9

60.11

ALL WEEP HOLES ARE CLOGGED WITH SILT AND SAND. EAST WEEP HOLE AT NORTH ABUTMENT IS PARTIALLY FILLED WITH

CONCRETE.

UNDERMINING 1' DEEP OF SOUTH ABUTMENT, EAST SIDE.

CONCRETE REPAIR TO ABUTMENT SLOPE EROSION IN FRONT OF NORTH ABUTMENT BREASTWALL UNDERMINED FULL LENGTH, 3' DEEP; SEVERAL HOLES PRESENT.

222.3 LOOSE TIMBER SPACER BLOCKS AT SOUTHEAST APPROACH RAIL.

MINOR DECAY OF TIMBER POSTS OF NORTH APPROACH RAIL. SEVERE DECAY OF TOP RAIL #2 SECTION, EAST SIDE AND #3 WEST SIDE AT SOUTH APPROACH AND AT POST #6 WITH WARPING AND 1' OF SEPARATION AT END.

222.5

36.C

APPROACH GUARDRAIL HEIGHT OF 29" MEETS AASHTO MINIMUM HEIGHT SPECIFICATION OF 2'-3" FOR TRAFFIC BARRIERS.

222.6 1-1/2" OF SETTLEMENT AT SOUTH APPROACH.

222.7 "DO NOT ENTER" SIGN BEHIND SOUTHEAST APPROACH GUARDRAIL.

222.9 DRAIN GRATE ACROSS ROAD AT NORTH (UPHILL) APPROACH. HOLD-DOWN BOLTS ON NORTH SIDE OF GRATE ONLY; ONE

NORTH SIDE HOLD-DOWN BOLT MISSING OF GREAT #6.

MODERATE DEBRIS IN DRAIN.

36.B APPROACH GUARDRAIL IS NOT ATTACHED TO BRIDGE.

STRUCTURE LOAD RATING STRUCTURE NO. 3120-001P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 17 15 28 25

HS 20 18 33 30

TYPE 3 19 17 32 29

TYPE 3S2 25 23 43 39

TYPE 3-3 31 28 52 47

DESIGN LOADING: 2 - H 15

X CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 09/04/2015

LOAD RATING CONTROLLED BY: TEE BEAM

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 3120-001P

SHERRICKS RUN BR DGE INSPECTION DATE: 10/12/2021

STRUCTURE IDENTIFICATION

(201) PARK: ANTIETAM NATIONAL BATTLEFIELD

(202) STRUCTURE NAME:..............SHERRICKS RUN BRIDGE

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

(204) STRUCTURE NUMBER:.........3120-001 P

2 - NATIONAL CAPITAL(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:

(208) NPS ROAD CLASS:............... 1 - PRINCIPAL PARK ROAD

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

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

(211) PROJECT NO(S):................... 7A1. 308-1

(212) DRAWING NUMBERS:

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

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

(1) STATE:

(2) STATE HWY. AGENCY DIST:

(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:

243 - MARYLAND

24043 WASHINGTON

00000

1 2 8 00308 0

SHERRICKS RUN

RODMAN AVENUE

3120001P0000000

0.16km (0.1 MILES) TO ROHRBACH'S

FARM

99.99 FT ( 99.99 M)

.48 (KM PT: 0.15 )

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........2 - CONCRETE CONTINUOUS

(43B) MAIN STR. TYPE:.................. 06 - BOX BEAM OR GIRDERS -

SINGLE OR SPREAD

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:..............57 FT ( 17.4 M)

(49) STRUCTURE LENGTH:........... 160. FT ( 48.8 M)

(216A) ABUTMENT #1 FDN:........... 3 - SPREAD FOOTING ON PILES

(216B) ABUTMENT #2 FDN:........... 3 - SPREAD FOOTING ON PILES

(217A) PREDOM. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L

(217B) SECOND. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L

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

(44A) APPR. STR. MATERIAL:............ 0 - Other

(44B) APPR. STR. TYPE:.................... 00 - OTHER

(46) NO OF APPROACH SPANS:

(108) WEAR SURFACE/PROTECT SYSTEM:

A) TYPE WEARING SURFACE:.. 3 - LATEX CONCRETE OR SIMILAR

ADDITIVE

B) TYPE MEMBRANE:................. 0 - NONE

C) TYPE PROTECTION:.............. 0 - NONE

(218) IS SALT USED?.......................... YES

LOAD RATING AND POSTING

(31) DESIGN LOAD:.........................2 - H 15 (41) LOAD RESTRICTION:.................. A - OPEN

(66) INVENTORY RATING:..............20 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 18.1

LOADS

(64) OPERATING RATING:..............33 TONS ( 29.9 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 10/13/2021 (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. 3120-001P

SHERRICKS RUN BR DGE INSPECTION DATE: 10/12/2021

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 39° 22'18 90 " N (51) CURB TO CURB WIDTH:............ 16.0 FT ( 4.9 M)

(17) LONGITUDE:............................ 77 44° '17 80 " W (52) DECK WIDTH:.......................... 20.0 FT ( 6.1 M)

(19) DETOUR LENGTH:.................. 5 MI ( 8 KM) (32) APPR. ROADWAY WIDTH:...... 24.0 FT ( 7.3 M)

(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 12.0 FT ( 3.7 M)

(28B) LANES UNDER STRUCT:......02 LEFT SHOULDER:............... 0 0 FT ( 0 M)

(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 0 0 FT ( 0 M)

(42B) SERVICE UNDER:................. 6 - HIGHWAY - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

(29) AVG DAILY TRAFFIC:..............4300 (34) SKEW ANGLE:......................... 0 °

(30) YEAR OF ADT:......................... 2007 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................4700 (47) TOTAL HORIZ. CLEARANCE:.. 16 FT ( 4.9 M)

(115) YEAR OF FUTURE ADT:........2027 (50) SIDEWALKS

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

(38) NAVIGATION CONTROL:.........0 - NO NAVIGATION CONTROL ON RIGHT:.................................. 0 0 FT ( 0 M)

WATERWAY (BRIDGE PERMIT NOT

REQUIRED)

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

(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 2 - MOUNTED ON PARAPET

(111) ABUT OR PIER PROT:...........1 - NAVIGATION PROTECTION NOT MATERIAL:........................... 9 - OTHER

REQUIRED

LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL

(55) RIGHT:..............................99.90 FT ( 30.45 M) (215) BRIDGE RAIL HEIGHT:.......... 3 50 FT ( 1 07 M)

(56) LEFT:................................ 99.9 FT ( 30.4 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

(54) MIN. VRT. UNDRCLRANCE:... 14.17 FT ( 4.32 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: 1 0 1 1

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

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

(76) IMPROVEMENT LENGTH:....... FT ( 0 M)

(67) STRUCTURAL EVALUATION:

(68) DECK GEOMETRY:

(69) UNDERCLEARANCES:

(71) WATERWAY ADEQUACY:

(72) APPROACH ALIGNMENT:

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

FOOTING OR PILES

(225) PURPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(226) PRIORITY OF IMPROVEMENT: C - MODERATE

(227) MAINTENANCE COST:.............$ 3000

(228) REHAB / RECNSTR COST:..... $ 35000

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

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1985-WEARING SURFACE PLACED, DRAIN BASINS INSTALLED. 2000-APPROACHES PAVED, PARAPET EXPANSION JOINTS CLEANED/RESEALED, SCREENS PLACED IN WEEP HOLES. 2002-NEW TIMBER APPROACH RAIL.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

Inspector: Nathanael Jansen Structure Number: 3120001P0000000

Inspection Date: 10/13/2021 Facility Carried: RODMAN AVENUE

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING NORTH

PHOTO 4

Description GENERAL TOPSIDE VIEW LOOKING SOUTH

Bridge Inspection Report

Pictures

PHOTO 5

Description TYPICAL TRANSVERSE CRACKING OF DECK OVER PIERS. SOUTH SIDE SHOWN

PHOTO 6

Description TYPICAL CRACKING AND DELAMINATION OF PREVIOUSLY PATCHED AREAS. NORTH

PATCH SHOWN

Bridge Inspection Report

Pictures

PHOTO 7

Description FULL LENGTH LONGITUDINAL CRACK, VIEW LOOKING NORTH

PHOTO 8

Description SPALLING, CRACKING, DELAMINATION OF EAST END OF NORTH BACKWALL

Bridge Inspection Report

Pictures

PHOTO 9

Description DETERIORATION AND SETTLEMENT AT NORTH APPROACH; NOTE CRACKING OF

BACKWALL

PHOTO 10

Description GENERAL VIEW OF EAST PARAPET AND RAILING

Bridge Inspection Report

Pictures

PHOTO 11

Description DELAMINATION, SPALLING, CRACKING WITH EFFLORESCENCE OF EAST CURB AT SOUTH

END

PHOTO 12

Description SPALLING AT OLD RAIL POST CONNECTION POINT OF WEST PARAPET NEAR MIDSPAN

Bridge Inspection Report

Pictures

PHOTO 13

Description DELAMINATION, SPALLING, CRACKING WITH EFFLORESCENCE OF EAST PARAPET NEAR

MIDSPAN

PHOTO 14

Description DETERIORATION OF NORTHEAST APPROACH PARAPET CURB

Bridge Inspection Report

Pictures

PHOTO 15

Description ADDITIONAL MINOR SPALLINGS AT NORTHEAST APPROACH PARAPET CURB

PHOTO 16

Description REPAIRED AREA AT NORTHWEST APPROACH PARAPET CURB

Bridge Inspection Report

Pictures

PHOTO 17

Description GENERAL VIEW OF DRAIN ACROSS NORTH APPROACH; NOTE MISSING HOLD-DOWN

BOLTS

PHOTO 18

Description ASPHALT SETTLEMENT AT SOUTH APROACH

Bridge Inspection Report

Pictures

PHOTO 19

Description ASPHALT SETTLEMENT AT NORTH APROACH

PHOTO 20

Description GENERAL UNDERSIDE VIEW LOOKING NORTH; SOUTH SPAN

Bridge Inspection Report

Pictures

PHOTO 21

Description GENERAL INDERSIDE VIEW OF WEST OVEHANG

PHOTO 22

Description TYPICAL CRACKING WITH EFFLORESCENCE OF CONCRETE OVERHANG

Bridge Inspection Report

Pictures

PHOTO 23

Description TYPICAL CRACKING OF CONCRETE TEE BEAM SUPERSTRUCTURE; NOTE DELAMINATED, PATCHED, AND SPALLED AREAS ON BEAM UNDERSIDE

PHOTO 24

Description SPALLING WITH EXPOSED REBAR OF UNDERSIDE OF TEE BEAM OVER WESTBOUD LANE

Bridge Inspection Report

Pictures

PHOTO 25

Description DELAMINATED AREA OF CONCRETE TEE BEAM. NORTH END, EAST SIDE

PHOTO 26

Description MAP CRACKING OF SOUTH ABUTMENT BACKWALL; NOTE CRACKING WITH

EFFLORESCENCE OF BEAM

Bridge Inspection Report

Pictures

PHOTO 27

Description CRACKING, SPALLING, AND DELAMINATION OF UNDERSIDE OF CONCRETE TEE BEAM AT

NORTH ABUTMENT.

PHOTO 28

Description GENERAL VIEW OF SOUTH ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 29

Description GERENAL VIEW OF NORTH ABUTMENT

PHOTO 30

Description EFFLORESCENCE AT NORTH ABUTMENT, WEST END SHOWN

Bridge Inspection Report

Pictures

PHOTO 31

Description DELAMINATED AREA ON EAST SIDE OF SOUTH ABUTMENT BREASTWALL

PHOTO 32

Description SPALLING, EXPOSED REBAR, AND CRACKING WITH EFFLORESCENCE, WEST SIDE AT

SOUTH ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 33

Description DELAMINATION AND SPALLING OF PATCHED AREA AT EAST SIDE OF NORTH ABUTMENT

PHOTO 34

Description UNDERMINING OF

POURED CONCRETE APRON AT NORTH ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 35

Description UNDERMINING OF SOUTH ABUTMENT

PHOTO 36

Description TYPICAL SILT AND SAND IN MOST WEEPHOLES, SOUTH ABUTMENT, WEST WEEPHOLE

SHOWN

Bridge Inspection Report

Pictures

PHOTO 37

Description TIMBER APPROACH RAILS ARE NOT MECHANICALLY ANCHORED TO BRIDGE RAIL

SYSTEM; NOTE CHECK IN NORTHEAST RAIL

PHOTO 38

Description DAMAGE AND DECAY OF SOUTHEAST TIMBER APPROACH RAILING

Bridge Inspection Report

Pictures

PHOTO 39

Description DOWNSTREAM CHANNEL

PHOTO 40

Description UPSTREAM CHANNEL