Bridge Inspection Report_3450-033P2833.pdf

BRIDGE INSPECTION REPORT

EDGEWATER STABLE ACCESS BRIDGE

EDGEWATER STABLE ACCESS ROAD OVER ROCK CREEK

ROCK CREEK PARK

LOOKING EAST TOWARD EDGEWATER STABLES

STRUCTURE NO. 3450-033P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 12/18/2024

SOUTH (DOWNSTREAM) 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. 3450-033P

EDGEWATER STABLE ACCESS BRIDGE INSPECTION DATE: 12/18/2024

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:

5 - PRESTRESSED CONCRETE NO. OF MAIN SPANS:

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

6 STRUCT. TOTAL LENGTH: . 102.4 FT (31.2 M)

1 - CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: ......... 54 FT (16.5 M)

2 - INTEGRAL CONCRETE (SEPARATE DECK WIDTH: ..................... 19.5 FT (5.9 M)

3 - SPREAD FOOTING ON PILES CURB TO CURB WIDTH: .... 14.0 FT (4.3 M)

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

1 - CONCRETE YEAR RECONSTRUCTED: .

91.5-166-2,10(1) SKEW ANGLE: .................... 0 °

6 - RESTRICTED FRACTURE CRITICAL: ....... N

1999-REPAIR OF DECK SURFACE, WEST PIER CAP, EXPANSION JOINTS, NEW

APPROACH SLABS, RAILING, AND RIPRAP AT WEST ABUTMENT. 2010-EXPANSION

JOINTS RESEALED. 2021-REPAIR OF WEST PIER.

LOCATION

ROCK CREEK PARK MILE POINT: .. 0.02 (KM PT 0.03)

STATE: .............................. 113 - DISTRICT OF COLUMBIA LOCATION: .... 0.3 MILES FROM CONNECTICUT

AVENUE.FACILITY CARRIED: ......... EDGEWATER STABLE ACCESS

FEATURE INTERSECTED: ROCK CREEK

INSPECTION TEAM: W. Marte, M. Miller

CONDITION ASSESSMENT:

Willy Marte

REPORT REVIEW:

Marcus Miller

REPORT APPROVAL: Date: 01/23/2025

Jorgomai Ceesay

STRUCTURE EVALUATION SUMMARY

This prestressed concrete multi-box beam bridge is in poor condition overall. The main problems are longitudinal cracking of the underside of the interior box beams with moisture, efflorescence, and rust staining leaching through the cracks; delamination and spalling of the box beams, with exposed and corroded prestressing strands; worsening cracking, delamination and spalling of the exterior box beams at the bearing areas; cracking, delamination, and spalling with exposed rebar on the concrete pier caps; and longitudinal cracking of the deck surface in all spans, indicative of differential movement of the box beams in all spans.

It should also be noted that the erosion of the east abutment slope has exposed the footing and the deteriorated timber cribbing.

This bridge is scheduled for replacement in the near future under Project ROCR-BMS-910(1).

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 3450-033P

EDGEWATER STABLE ACCESS BRIDGE INSPECTION DATE : 12/18/2024

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

58,60

TRIM VEGETATION GROWTH AROUND ENDS OF

STRUCTURE. 1 LS 5000 5000

PRELIM. MAINTENANCE TOTAL : 5000

Item No.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST ESTIMATES

REHAB RECONSTR

58,59,60 REPLACE STRUCTURE.

1 LS 3000000 3000000

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL : 3000000

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : .. 3000000

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 : This bridge is scheduled for replacement in the near future under Project ROCR-BMS-910(1).

Maintenance cost estimate assumes that recommended actions will be combined with similar work being performed on other structures.

FIELD INSPECTION REPORT STRUCTURE NO. 3450-033P

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

P

P

F

F

F

P

N

F

P

N

N

N

N

N

N

F

G

N

G

G

G

G

N

2 - INSUFF

2 - MED

G

N

N

F

G

G

F

N

P

N

N

G

G

F

N

2. EXPANSION JOINTS P

3. WEARING SURFACE N

N 10 FT

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

GRAVEL, SAND, SILT

1. BREASTWALLS OR COLUMNS F

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS G

4. BACKWALLS AND/OR BULKHEADS G

5. FOUNDATIONS G

6. WINGWALLS G

7. WEEP HOLES N

8. EXPANSION JOINTS N

9. EROSION AND/OR SCOUR P

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

F

N

P

F

G

G

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. 3450-033P

ITEM REFERENCE AND REMARKS

58.1

58.4

LONGITUDINAL CRACKING (UP TO 1/2" W) OF DECK SURFACE ALONG ALL BOX BEAM JOINTS.

WIDESPREAD MODERATE SCALING (1/4"D) AND POPOUTS (1/2"D) ON DECK SURFACE.

WIDESPREAD LANGE SPALLING AND DELAMINATION OF DECK SURFACE ALONG BOX BEAM JOINTS, ALONG EXPANSION JOINTS, AND ALONG CURBS. PATCHED AREAS HAVE DETERIORATED. SPALLS MEASURE UP TO 3" DEEP.

58.2 WIDESPREAD SEVERE DETERIORATION OF POURABLE SEALANT IN EXPANSION JOINTS; ACCUMULATION OF DEBRIS IN JOINTS.

MINOR DETERIORATION OF CURB EXPANSION JOINT SEALANT. MINOR RUSTING OF JOINT HEADER ANGLES.

58.5 WIDESPREAD MODERATE CRACKING, DELAMINATION, AND SPALLING (UP TO 2" D) OF SIDEWALKS AND CURBS WITH EXPOSED

REBAR IN SOME LOCATIONS. SEVERAL PATCHES IN SIDEWALKS; PATCHES REMAIN SOUND.

58.6 MINOR CRACKING OF CONCRETE RAIL POSTS WITH RUST STAINING.

MODERATE SPALLING WITH EXPOSED REBAR IN SOME LOCATIONS AND EXPOSED RAIL CONNECTION BOLTS ON RAIL POST, NORTH SIDE OF WEST SPAN.

MINOR CHECKING AND SPLITTING OF TIMBER RAILS WITH RUSTED NUTS AND BOLTS.

58.7 MODERATE DEBRIS ACCUMULATION ON DECK SURFACE IN CURBLINES WITH VEGETATION GROWTH.

HEAVY VEGETATION GROWTH AROUND ENDS OF STRUCTURE. GRAFFITI ON SUPERSTRUCTURE AND SUBSTRUCTURE, GREEN

MOLD PRESENT IN SOME LOCATIONS.

59.1 MINOR DETERIORATION OF BEARING MATERIAL AT BOTH ABUTMENTS.

59.2 WIDESPREAD FULL LENGTH LONGITUDINAL CRACKS ON UNDERSIDE OF BOX BEAMS (UP TO ¼” WIDE).

MINOR CRACKING WITH EFFLORESCENCE ON EXTERIOR FACES OF BOX BEAMS AT ABUTMENTS AND OVER EAST PIER.

WATER SEEPEAGE WITH EFFLORESCENECE AND RUST STAING BEWTEEN BOX BEAM JOINTS AND AT ENDS OF BOX BEAMS;

WORSE IN WEST SPAN.

RUSTING OF FORM TIES ALONG EXTERIOR SIDE OF BOX BEAMS.

WEST SPAN:

6 SF AREA OF WIDE CRACKING (UP TO 1/4” WIDE), DELAMINATION, SPALLING, AND EFFLORESCENCE ON THE OUTSIDE FACE OF

BOX BEAMS #1 AND #6 OVER WEST PIER.

SPALL (6” L X 16” H X 8” W X 4” D) WITH EXPOSED PRESTRESSING STRAND WITH UP TO 25% SECTION LOSS ON EXTERIOR SIDE

OF BOX BEAM #1 OVER WEST PIER.

SPALL (10” L X 4” H X 3” D) WITH EXPOSED PRESTRESSING STRAND (100% SECTION LOSS) ON UNDERSIDE OF BOX BEAM #3 IN

WEST SPAN NEAR MIDSPAN.

MODERATE SPALL WITH TWO EXPOSED PRESTRESSING STRANDS ON EXTERIOR SIDE OF BOX BEAM #6 AT WEST ABUTMENT.

CENTER SPAN

6 SF AREA OF WIDE CRACKING (UP TO 1/4” WIDE), DELAMINATION, SPALLING, AND EFFLORESCENCE ON THE OUTSIDE FACE OF

BOX BEAMS #1 AND #6 OVER WEST PIER.

LARGE SPALL (30"L X 2"W X 2"D) WITH ONE PRESTRESSING STRAND FULLY DEBONDED ON UNDERSIDE OF BOX BEAM #6 AT

WEST PIER.

MODERATE SPALL WITH EXPOSED REBAR AND TWO PRESTRESSING STRANDS ON EXTERIOR SIDE OF BOX BEAM #6 IN CENTER

SPAN AT WEST PIER.

60.1 MINOR CRACKING WITH EFFLORESCENCE ON EAST ABUTMENT BREASTWALL, PRIMARILY TOWARD ENDS. MINOR CRACKING

WITH EFFLORESCENCE AND TAR LEAKAGE ON WEST ABUTMENT BREASTWALL.

60.3 MODERATE DEBRIS ACCUMULATION ON ABUTMENT BEARING SEATS BEHIND BEAM ENDS.

60.4 MODERATE SPALLING OF EAST ABUTMENT BACKWALL BEHIND BEAMS.

60.5 MINOR SPALLING OF EXPOSED FOOTING AT EAST ABUTMENT.

60.6 MINOR CRACKING OF WINGWALLS WITH EFFLORESCENCE; MINOR SCALING/SPALLING AT ABUTMENT ENDS. SEVERAL HOLES IN

SOUTHWEST WINGWALL.

60.9 MODERATE EROSION AT EAST ABUTMENT WITH UP TO 2'-6" OF FOOTING EXPOSED. MINOR EROSION ALONG DRAINAGE FLUME

ON SOUTH SIDE OF EAST ABUTMENT.

60.11

61.3

RIPRAP AT WEST PIER AND WEST ABUTMENT SLOPE.

60.13 MODERATE DELAMINATION AND SPALLING (4-1/2'H X 2-1/2'W X 1"D AND 5-1/2'H X 3'W X 1"D) WITH EFFLORESCENCE AND

EXPOSED REBAR ON EAST SIDE OF EAST PIER WALL.

MODERATE CRACKING, DELAMINATION AND SPALLING (7'H X 3'W X 1"D) WITH EXPOSED REBAR, EFFLORESCENCE AND RUST STAINING ON WEST SIDE OF EAST PIER WALL. MINOR RANDOM CRACKING WITH EFFLORESCENCE ON NORTH AND SOUTH

SIDES OF EAST PIER WALL.

MODERATE DELAMINATION AND SPALLING (6'H X 3'W X 1"D) WITH HEAVY EFFLORESCENCE AND EXPOSED REBAR ON EAST SIDE OF WEST PIER WALL. CONCRETE SUPPORT WALL PLACED AROUND SOUTH END OF WEST PIER WALL.

60.15 9 SF AREA OF MODERATE CRACKING WITH EFFLORESCENCE AND RUST STAINING, SPALLING, DELAMITATION, AND EXPOSED REBAR AT NORTH END OF WEST PIER CAP. CONCRETE SUPPORT WALL PLACED AROUND SOUTH END OF WEST PIER CAP.

MINOR CRACKING AND DELAMINATION OF EAST PIER CAP WITH EFFLORESCENCE AND RUST STAINING.

60.17 EROSION ON UPSTREAM END OF EAST PIER.

61.2 SEE BRIDGE FILE FOR SCOUR EVALUATION.

61.6 FLOW OF CHANNEL IS CONSTRICTED BY PIERS.

222.1

222.6

MINOR TRANSVERSE, LONGITUDINAL, AND MAP CRACKING OF BOTH APPROACH SLABS. MINOR EDGE SPALLING ALONG END OF APPROACH SLAB DUE TO UP TO 1" SETTLEMENT OF PAVEMENT AT WEST APPROACH. CURB REMOVED AT NORTH SIDE OF

WEST APPROACH TO ALLEVIATE PONDING.

222.4 MODERATE MAP CRACKING AND SPALLING OF CONCRETE PAVEMENT AT EAST APPROACH; ISOLATED ASPHALT PATCHING.

222.7 SURVEY MARKER ON TOP OF NORTH CURB AT EAST APPROACH. NO OBJECT MARKERS PRESENT.

222.8 T-INTERSECTION AT BEACH DRIVE.

223.1 SEVERE DETERIORATION OF TIMBER CRIBBING IN FRONT OF EAST ABUTMENT.

STRUCTURE LOAD RATING STRUCTURE NO. 3450-033P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 20 18 33 30

HS 25 23 42 38

TYPE 3 23 21 39 35

TYPE 3S2 36 33 60 54

TYPE 3-3 43 39 72 65

DESIGN LOADING: 2 - H 15

X CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

X ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 01/21/2024

LOAD RATING CONTROLLED BY: POSITIVE MOMENT

REMARKS: STRUCTURE WAS RE-RATED FOLLOWING DECEMBER 2024 INSPECTION. SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 3450-033P

STRUCTURE IDENTIFICATION

(201) PARK: ROCK CREEK PARK

(202) STRUCTURE NAME:..............EDGEWATER STABLE ACCESS

BRIDGE

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

(204) STRUCTURE NUMBER:.........3450-033 P

2 - NATIONAL CAPITAL(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:............. 033P

(208) NPS ROAD CLASS:............... 6 - RESTRICTED

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

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

(211) PROJECT NO(S):................... 91.5-166-2,10(1)

(212) DRAWING NUMBERS:...........202(1)

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

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

(1) STATE:............................................ 113 - DISTRICT OF COLUMBIA

(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:

11001 DISTRICT OF COLUMBIA

00000

1 6 0 00910 0

ROCK CREEK

EDGEWATER STABLE ACCESS ROAD

3450033P0000000

0.3 MILES FROM CONNECTICUT

AVENUE.

99.99 FT ( 99.99 M)

0.02 (KM PT: 0.03 )

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........5 - PRESTRESSED CONCRETE

(43B) MAIN STR. TYPE:.................. 05 - BOX BEAM OR GIRDERS -

MULTIPLE

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:..............54 FT ( 16.5 M)

(49) STRUCTURE LENGTH:........... 102. FT ( 31.2 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:.. 2 - INTEGRAL CONCRETE

(SEPARATE NON-MODIFIED LAYER

OF CONCRETE ADDED TO

STRUCTURAL DECK)

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:..............40 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 36.3

LOADS

(64) OPERATING RATING:..............66 TONS ( 59.9 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 12/18/2024 (91) FREQ. OF INSP: 12 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. 3450-033P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 38° 55'18.30" N (51) CURB TO CURB WIDTH:............ 14.0 FT ( 4.3 M)

(17) LONGITUDE:............................ 77°02 '58.70" W (52) DECK WIDTH:.......................... 19.5 FT ( 5.9 M)

(19) DETOUR LENGTH:.................. 99 MI ( 159 KM) (32) APPR. ROADWAY WIDTH:...... 14.0 FT ( 4.3 M)

(28A) LANES ON STRUCT:.............01 (213) APPR. PAVEMENT WIDTH:... 14.0 FT ( 4.3 M)

(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 0.0 FT ( 0 M)

(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 0.0 FT ( 0 M)

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

(29) AVG DAILY TRAFFIC:..............50 (34) SKEW ANGLE:......................... 0 °

(30) YEAR OF ADT:......................... 2019 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................55 (47) TOTAL HORIZ. CLEARANCE:.. 14.0 FT ( 4.3 M)

(115) YEAR OF FUTURE ADT:........2039 (50) CURB OR SIDEWALK WIDTHS:

(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 1.6 FT ( 0.5 M)

(38) NAVIGATION CONTROL:.........0 RIGHT:.................................. 1.6 FT ( 0.5 M)

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

(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 3 - PARAPET ONLY

(111) ABUT OR PIER PROT:........... MATERIAL:........................... 7 - TIMBER

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

(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 4.50 FT ( 1.37 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:....................................... 4 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE:...............4 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE:.......... 4 (69) UNDERCLEARANCES:................ N

(61) CHANNEL:................................6 (71) WATERWAY ADEQUACY:

(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:

(222) APPROACHES:...................... 6 (113) SCOUR CRITICAL:.................... 7 - COUNTERMEASURES INSTALLED

TO CORRECT SCOUR PROBLEM

(223) RETAINING WALL:.................4 (225) PURPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(36) TRAFFIC SAFETY FEAT: 1 N N N (226) PRIORITY OF IMPROVEMENT: B - MAJOR

(75A) TYPE OF WORK:................... (227) MAINTENANCE COST:.............$ 5000

(75B) WORK DONE BY:.................. (228) REHAB / RECNSTR COST:..... $ 0

(76) IMPROVEMENT LENGTH:....... FT ( 0 M) (229) CONSTRUCTION COST:.......... $ 3000000

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1999-REPAIR OF DECK SURFACE, WEST PIER CAP, EXPANSION JOINTS, NEW APPROACH SLABS, RAILING, AND RIPRAP AT WEST ABUTMENT. 2010-

EXPANSION JOINTS RESEALED. 2021-REPAIR OF WEST PIER.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

https://55'18.30

Inspector: Marte,Willy Structure Number: 3450033P0000000 Inspection Date: 12/18/2024 Facility Carried: EDGEWATER STABLE A

Environment Total Quantity Units Condition

State 1 Condition

State 2 Condition

State 3 Condition

State 4

12-Reinforced Concrete Deck 1 - Ben. 1997 sq. ft. 431 966 0 600

1130-Cracking (RC and Other) 600 0 0 0 600

1190-Abrasion/Wear (PSC/RC) 966 0 966 0 0

104-Prestressed Concrete Closed Web/Box Girder

1 - Ben. 614 ft. 0 272 142 200

1100-Exposed Prestressing 18 0 2 16 0

1110-Cracking (PSC) 542 0 270 72 200

1120-Efflorescence/Rust Staining 54 0 0 54 0

205-Reinforced Concrete Column 1 - Ben. 2 each 0 1 1 0

1090-Exposed Rebar 1 0 1 0 0

1120-Efflorescence/Rust Staining 1 0 0 1 0

215-Reinforced Concrete Abutment

1 - Ben. 39 ft. 35 4 0 0

1120-Efflorescence/Rust Staining 4 0 4 0 0

220-Reinforced Concrete Pile Cap/Footing

1 - Ben. 20 ft. 0 20 0 0

6000-Scour 20 0 20 0 0

234-Reinforced Concrete Pier Cap 1 - Ben. 39 ft. 9 15 6 9

1080-Delamination/Spall/Patched Area 4 0 4 0 0

1090-Exposed Rebar 3 0 3 0 0

1120-Efflorescence/Rust Staining 8 0 5 3 0

1130-Cracking (RC and Other) 15 0 3 3 9

301-Pourable Joint Seal 1 - Ben. 78 ft. 0 0 0 78

2320-Seal Adhesion 78 0 0 0 78

312-Enclosed/Concealed Bearing 1 - Ben. 36 each 36 0 0 0

321-Reinforced Concrete Approach Slab

1 - Ben. 336 sq. ft. 0 336 0 0

1080-Delamination/Spall/Patched Area 24 0 24 0 0

1130-Cracking (RC and Other) 312 0 312 0 0

332-Timber Bridge Railing 1 - Ben. 205 ft. 15 190 0 0

1150-Check/Shake 180 0 180 0 0

1170-Split/Delamination (Timber) 10 0 10 0 0

Inspector: Willy Marte Structure Number: 3450033P0000000

Inspection Date: 12/18/2024 Facility Carried: EDGEWATER STABLE

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING WEST TOWARD BEACH DRIVE

PHOTO 4

Description NORTH (UPSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW LOOKING WEST; NOTE DEBRIS ACCUMULATION ON DECK

SURFACE ALONG CURBLINES AND TYPICAL PATCHING OF WEARING SURFACE

PHOTO 6

Description FULL LENGTH LONGITUDINAL CRACKING OF DECK SURFACE IN WEST SPAN ALONG BOX

BEAM JOINTS

Bridge Inspection Report

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PHOTO 7

Description FULL LENGTH LONGITUDINAL CRACKING OF DECK SURFACE IN CENTER SPAN ALONG

BOX BEAM JOINTS

PHOTO 8

Description TYPICAL RUSTING AND SECTION LOSS OF JOINT HEADER ANGLES, JOINT OVER EAST

ABUTMENT SHOWN

Bridge Inspection Report

Pictures

PHOTO 9

Description TYPICAL DETERIORATION OF DECK SURFACE ALONG EXPANSION JOINTS, JOINT OVER

WEST PIER SHOWN; NOTE DETERIORATION OF PATCHING

PHOTO 10

Description TYPICAL DELAMINATION AND SPALLING ON CURBS AND SIDEWALKS; SOUTH CURB OVER

EAST PIER SHOWN

Bridge Inspection Report

Pictures

PHOTO 11

Description GENERAL UNDERSIDE VIEW OF WEST SPAN LOOKING WEST; NOTE FULL LENGTH

LONGITUDINAL CRACKS ON BOTTOM OF BOX BEAMS

PHOTO 12

Description GENERAL UNDERSIDE VIEW OF CENTER SPAN LOOKING EAST; NOTE FULL LENGTH

LONGITUDINAL CRACKS ON BOTTOM OF BOX BEAMS

Bridge Inspection Report

Pictures

PHOTO 13

Description GENERAL UNDERSIDE VIEW OF EAST SPAN LOOKING EAST; NOTE FULL LENGTH

LONGITUDINAL CRACKS ON BOTTOM OF BOX BEAMS AND EFFLORESCENCE AT JOINT

BETWEEN BOX BEAM NUMBER #2 AND #3

PHOTO 14

Description SPALL WITH EXPOSED PRESTRESSING STRAND AT BOTTOM OF BOX BEAM #3 IN WEST

SPAN NEAR MIDSPAN; NOTE SECTION LOSS ON PRESTRESSING STRAND

Bridge Inspection Report

Pictures

PHOTO 15

Description TYPICAL CRACKING WITH EFFLORESCENCE, RUST STAINING, DELAMINATION, AND

SPALLING ALONG BOX BEAM JOINTS IN WEST SPAN

PHOTO 16

Description TYPICAL CRACKING WITH EFFLORESCENCE, DELAMINATION, AND SPALLING WITH

EXPOSED REBAR ON EXTERIOR SIDE OF BOX BEAM ENDS; BOX BEAMS #1 AT WEST PIER

SHOWN

Bridge Inspection Report

Pictures

PHOTO 17

Description TYPICAL CRACKING WITH EFFLORESCENCE AND DELAMINATION ON EXTERIOR SIDE OF

BOX BEAM ENDS, BOX BEAM #6 AT WEST PIER SHOWN; NOTE DETERIORATION OF PIER

CAP

Bridge Inspection Report

Pictures

PHOTO 18

Description SPALL WITH EXPOSED PRESTRESSING STRANDS ON EXTERIOR SIDE OF BOX BEAM #6

AT WEST ABUTMENT; ALSO NOTE TYPICAL CRACKING WITH EFFLORESCENCE AND

DELAMINATION ON EXTERIOR SIDE OF BOX BEAM ENDS (PHOTO FROM 2023

INSPECTION)

Bridge Inspection Report

Pictures

PHOTO 19

Description SPALL WITH EXPOSED PRESTRESSING STRAND ON UNDERSIDE OF BOX BEAM #6 IN

CENTER SPAN AT WEST PIER; NOTE LONGITUDINAL CRACK WITH MOISTURE,

EFFLORESCENCE, AND RUST STAINING (PHOTO FROM 2023 INSPECTION)

PHOTO 20

Description GENERAL VIEW OF EAST ABUTMENT; NOTE EXPOSED FOOTING DETERIORATION OF

TIMBER CRIBBING

Bridge Inspection Report

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PHOTO 21

Description GENERAL VIEW OF WEST ABUTMENT; NOTE TYPICAL CRACKING WITH EFFLORESCENCE, MOISTURE, AND TAR LEAKAGE ON BREASTWALL

PHOTO 22

Description CRACKING WITH EFFLORESCENCE AT NORTH END OF EAST ABUTMENT (PHOTO FROM

2023 INSPECTION)

Bridge Inspection Report

Pictures

PHOTO 23

Description GENERAL VIEW OF EAST FACE OF EAST PIER; NOTE SPALLING, EXPOSED REBAR, AND

AREA OF DELAMINATION

PHOTO 24

Description EROSION AT NORTH END OF EAST PIER

Bridge Inspection Report

Pictures

PHOTO 25

Description GENERAL VIEW OF WEST FACE OF WEST PIER; NOTE CRACKING WITH EFFLORESCENCE

AND MOISTURE WITH RUST STAINING

PHOTO 26

Description CRACKING, SPALLING WITH ESPOSED REBAR, EFFLORESCENCE, AND RUST STAINING

ON NORTH PIER CAP, WEST PIER

Bridge Inspection Report

Pictures

PHOTO 27

Description TYPICAL CRACKING AND DEBRIS ACCUMULATION ON APPROACH SLABS, EAST

APPROACH SLAB SHOWN; NOTE TYPICAL DETERIORATION OF APPROACH ROADWAY

PHOTO 28

Description TYPICAL CRACKING WITH RUST STAINING AT BASE OF CONCRETE RAIL POSTS, NORTHWEST POST SHOWN

Bridge Inspection Report

Pictures

PHOTO 29

Description SPALLING WITH EXPOSED CONNECTING BOLTS ON CONCRETE RAIL POST # 3 FROM

NORTHWEST CORNER

PHOTO 30

Description TYPICAL CHECKING, SPLITTING, AND WARPING OF TIMBER RAILS; NORTH RAILING IN

CENTER SPAN

SHOWN

Bridge Inspection Report

Pictures

PHOTO 31

Description UPSTREAM CHANNEL

PHOTO 32

Description DOWNSTREAM CHANNEL