5140-014P3188_Redacted.pdf

STRUCTURE NO. 5140 014P

VA ROUTE 130 & OTTER CREEK BRIDGE INSPECTION DATE: 11/1/16

STRUCTURE SUMMARY

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL: ....... NO. OF MAIN SPANS:

CONCRETE CONTINUOUS 4

MAIN SPAN TYPE: ............... NO. OF APPR. SPANS: ........ BOX GIRDER - SINGLE or SPREAD 0

# OF BEAMS, MAIN SPAN: .. 1 STRUCT. TOTAL LENGTH: .. 308.0 FT (93.9 M)

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: .......... 89.5 FT (27.3 M)

WEARING SURFACE: .......... BITUMINOUS DECK WIDTH: ...................... 31.3 FT (9.5 M)

ABUT. FOUNDATIONS: ........ SPREAD FTG ON BEARING MAT'L CURB TO CURB WIDTH: ..... 26.3 FT (8.0 M)

PIER FOUNDATION(S): ........ SPREAD FTG ON BEARING MAT'L YEAR BUILT:

ABUTMENT / PIER MAT'L: ... CONCRETE YEAR RECONSTRUCTED: .. N/A

PROJ./PLAN REF. NO: ......... SKEW ANGLE: ..................... 51 °

NPS ROAD CLASS:

1G12,13 / RG1332

FRACTURE CRITICAL: ........ NO

STRUCTURE HISTORY: ...... 1985-JOINT REPAIR.

1 - PRINCIPAL PARK ROAD

LOCATION

BLUE RIDGE PARKWAY MILE POINT: ..................... 61.42 (KM PT 98.81)

STA VIRGINIA LOCA TO VATE: ................................. TION: 2.2 MILES ROUTE 501

FACILITY CARRIED: ............ BLUE RIDGE PARKWAY

FEATURE INTERSECTED: .. VA ROUTE 130 & OTTER CREEK

STRUCTURE EVALUATION SUMMARY

This concrete box girder bridge is in fair condition overall. Problems with the structure include paved-over expansion joints, settlement and cracking of the approach pavement, and collision damage with exposed rebar on the box girder underside in Span #2. Other problems include deteriorated curb concrete, exposed rebar on the curbs and abutments, a broken rail post in the west railing, and debris on the abutment bearing seats.

Site-related problems include vegetation growth encroaching on the bridge and erosion that is undermining the southwest wingwall.

Corrective measures should be taken as outlined in this report to help prevent the possible development of more serious or costly problems in the future.

INSPECTION TEAM: R. SILVESTRY, L. ELLIS

CONDITION ASSESSMENT:

REINALDO SILVESTRY, FIELD TEAM LEADER 703-404-6251

REPORT REVIEW:

MARCUS MILLER, P.E., BRIDGE INSPECTION ENGINEER 703-404-6252

REPORT APPROVAL: DATE: 3/31/17

JORGOMAI CEESAY, PH.D., P.E., BIP SUPERVISORY ENGINEER 703-404-6244

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5140 014P

226 PRIORITY OF IMPROVEMENT C

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

B (Major) - Structure exhibits severe deterioration, presents a safety hazard, or is designated a high priority due to age and/or condition.

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. Preventative maintenance may be required.

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

ITEM

NO.

MAINTENANCE RECOMMENDATIONS

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT COST

UNIT

ESTIMATE

COST

PRELIM.

58, 59, 60,3 REMOVE DEBRIS FROM ABUTMENT BEARING SEATS. PERIODICALLY REMOVE

VEGETATION GROWTH ON AND AROUND STRUCTURE.

1 LS

222.7 INSTALL TYPE 3 REFLECTIVE OBJECT MARKERS AT PARAPET ENDS. 4 EA

PRELIM. MAINTENANCE TOTAL : $6,000

ITEM

NO.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST ESTIMATES

PRELIM. COST

REHAB. RECONSTR.

60.9, 222.4,5,6

REMOVE APPROACH PAVEMENT, FILL AND COMPACT BACKFILL,

AND REPAVE APPROACHES.

1 LS

58.2,3 REMOVE WEARING SURFACE OVER DECK EXPANSION JOINTS,

CLEAN AND RESEAL JOINTS, AND REPAIR PAVEMENT ALONG

JOINTS.

1 LS

59.1 REPLACE BEARING DEVICES 1 LS

58.5 REMOVE UNSOUND CONCRETE FROM CURBS AND PLACE NEW

CONCRETE TO ORIGINAL DIMENSIONS.

1 LS

58.6 REPLACE BROKEN RAIL POST IN WEST RAILING. REPLACE

MISSING BOLTS AND NUTS AS NECESSARY.

1 LS

58.5, 59.2, CLEAN EXPOSED REBAR ON CURBS, BOX GIRDER UNDERSIDE,

AND ABUTMENTS, AND COAT WITH APPROVED SEALANT.

1 LS

60.9 FILL AND STABILIZE UNDERMINING AT SOUTHWEST WINGWALL. 1 LS

CONTRACT COSTS FOR MOBILIZATION, TRAFFIC CONTROL, AND

DESIGN CONSTRUCTION ENGINEERING (70% TOTAL REHAB COST)

PLUS PARK LOCATION FACTOR.

1 LS

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

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 preliminary 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.

FIELD INSPECTION REPORT STRUCTURE NO. 5140 014P

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

N

NOT APPLICABLE

EXCELLENT CONDITION

VERY GOOD CONDITION - no problems noted.

GOOD CONDITION - some minor problems.

SATISFACTORY CONDITION - structural elements show some minor deterioration.

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.

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 traffic but corrective action may return structure to light service.

FAILED CONDITION - out of service; beyond corrective action.

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

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

58. DECK 6

DECK SLAB1. F

EXPANSION JOINTS2. F

WEARING SURFACE3. F

RIDEABILITY4. F

CURBS, SIDEWALKS, AND MEDIAN 5. F

PARAPETS AND/OR RAILINGS6. F

DRAINS AND DRAINAGE7. F

UTILITIES8. N

DEFLECTION AND/OR VIBRATION9. G

OTHER10. N

59. SUPERSTRUCTURE 6

BEARING DEVICES1. F

GIRDERS OR BEAMS2. F

ARCH(ES) OR SLAB(S)3. N

FLOOR BEAMS AND STRINGERS4. N

TRUSSES5. N

DIAPHRAGMS AND BRACING6. N

7. PAINT N

FASCIA(E)8. N

DEFLECTION AND/OR VIBRATION9. G

ALIGNMENT10. G

OTHER11. N

60. SUBSTRUCTURE 6

ITEM REFERENCE AND REMARKS

ABUTMENTS

58.1 MINOR TRANSVERSE CRACKING ON UNDERSIDE OF OVERHANGS

WITH EFFLORESCENCE AND RUST STAINS. MINOR SEASONAL

VEGETATION GROWTH ON UNDERSIDE OF EAST OVERHANG.

58.2,3 ABUTMENT EXPANSION JOINTS HAVE BEEN PAVED OVER IN THE

PAST; ASPHALT WORN AWAY AT SOUTH ABUTMENT EXPOSING

EXPANSION JOINT ANGLES FOR 4'L TOTAL.

MINOR LONGITUDINAL CRACKING OF WEARING SURFACE. MINOR

TO MODERATE ABRASION (3/4"D) OF WEARING SURFACE IN SOME

LOCATIONS.

58.4, 60.9, APPROACH PAVEMENT AT STRUCTURE TRANSITIONED IN PAST;

222.4,5,6 MINOR SETTLEMENT (UP TO 2") REMAINS WITH MINOR TO

MODERATE DETERIORATION OF TRANSITIONS CAUSING ROUGH

RIDE. WIDESPREAD MODERATE RANDOM CRACKING (1/4"W) OF

APPROACH PAVEMENT.

MODERATE UNDERMINING (5'L X 6"H X 1.5' BACK) AT END OF

SOUTHWEST WINGWALL. ROADWAY EMBANKMENT DROPS OFF

SHARPLY AT END OF PARAPET ON EAST SIDE OF NORTH APPROACH

AND WEST SIDE OF SOUTH APPROACH.

58.5,6 WIDESPREAD MINOR CRACKING AND ABRASION OF CURBS AND

PARAPETS; MINOR EFFLORESCENCE AT APPROACHES. MINOR

SPALLING OF CURBS AND PARAPETS; EXPOSED REBAR ON TOP OF

CURBS IN SEVERAL LOCATIONS.

MODERATE CRACKING AND SPALLING (15'L X FULL WIDTH X 1/4"D)

OF EAST CURB AT SOUTH END OF STRUCTURE WITH

EFFLORESCENCE. 7" LENGTH OF EAST CURB OF NORTH APPROACH

BROKEN AT STRUCTURE.

58.6 ISOLATED NICKS AND GOUGES ON RAIL POSTS. RAIL SET SCREWS

MISSING IN NUMEROUS LOCATIONS. SIX RAIL POST ANCHOR BOLT

NUTS AND FOUR RAIL POST ANCHOR BOLTS MISSING FROM WEST

RAILING. MINOR COLLISION DAMAGE TO EAST RAIL, ABOUT 30FT AT

NORTH END. MODERATE COLLISION DAMAGE TO WEST RAIL,

ABOUT 60FT, NEAR NORTH PIER; RAIL POST TORN AT BASE.

58.7 MINOR TO MODERATE ACCUMULATION OF PINE NEEDLES AND

VEGETATION GROWTH IN CURBLINES AND CURB JOINTS; DEBRIS

RESTRICTS DRAIN OPENINGS IN SOME LOCATIONS.

11.

1 0.

9.

8.

7.

6.

5.

4.

3.

2.

1.

12. OTHER

SLOPE PROTECTION

SETTLEMENT OR DEFLECTION

EROSION AND/OR SCOUR

EXPANSION JOINTS

WEEP HOLES

WINGWALLS

FOUNDATIONS

BACKWALLS AND/OR BULKHEADS

CAPS AND/OR BEARING SEATS

PILE BENTS

BREASTWALLS OR COLUMNS F

N

F

F

N

F

G

N

F

F

N

N

PIER(S)

G 13. WALLS AND/OR COLUMNS

N 14. PILE BENTS

N 15. CAPS AND/OR BEARING SEATS

N 16. FOUNDATIONS

G 17. EROSION AND/OR SCOUR

G 18. SETTLEMENT OR DEFLECTION

N 19. OTHER

FIELD INSPECTION REPORT STRUCTURE NO. 5140 014P

AND REMARKSITEM REFERENCE

61. CHANNEL 8

G 1. ALIGNMENT

G2. EROSION AND/OR SCOUR

N 3. CHANNEL PROTECTION

G 4. WATERWAY OBSTRUCTIONS

N 5. OTHER

SUFF ADEQUACY OF OPENING 6.

7. MEDNORMAL VELOCITY

17 FT. 8. AVERAGE CLEAR OPENING

9. STREAM BED COMPOSITION :

STONES, ROCK, SILT

222. APPROACHES 6

OTHER 9.

ALIGNMENT 8.

SIGNS7.

SETTLEMENT6.

EROSION5.

SURFACING 4.

APPROACH GUARDRAIL 3.

RELIEF JOINTS 2.

APPROACH SLABS 1. N

N

N

F

F

F

G

G

N

223. RETAINING WALL N

OTHER6.

SETTLEMENT OR DEFLECTION5.

EROSION AND/OR SCOUR 4.

FOUNDATION 3.

WEEP HOLES 2.

WALL1.

36. TRAFFIC AND SAFETY FEATURES

APPROACH GUARDRAIL ENDSD.

APPROACH GUARDRAILSC.

TRANSITIONSB.

BRIDGE RAILINGSA. 1

N N N

TRAFFIC SAFETY RATING CODES

N

Does not meet standards or a safety feature is required and none is provided.

Meets currently acceptable standards.

Not applicable or a safety feature is not required.

59.1 MINOR RUSTING OF GALVANIZED STEEL BEARINGS IN SEVERAL

LOCATIONS. ISOLATED ROCKER BEARINGS EXPANDED AT 60

DEGREES FAHRENHEIT. MODERATE SECTION LOSS ON ANCHOR

BOLT NUT OF BEARING #1 AT SOUTH ABUTMENT (UNABLE TO

VERIFY DURING THIS INSPECTION).

59.2 MINOR DIAGONAL AND TRANSVERSE CRACKING OF BOX GIRDER

UNDERSIDE IN ALL SPANS; RUST AND MOISTURE STAINS IN

VARIOUS LOCATIONS. MINOR VEHICLE SCRAPES ON BOX GIRDER

UNDERSIDE IN SPAN #2; MODERATE COLLISION DAMAGE AT WEST

SIDE OVER EASTBOUND LANE WITH EXPOSED REBAR; FOUR

STIRRUPS BROKEN. MINOR SPALLING OF UNDERSIDE IN SPAN #3

WITH EXPOSED REBAR DUE TO INSUFFICIENT CONCRETE COVER

AT CENTER PIER. DELAMINATION OF PATCH ON UNDERSIDE IN

SPAN #4. MINOR SPALL WITH EXPOSED REBAR ON UNDERSIDE IN

SPAN #2, WEST SIDE NEAR CENTER PIER.

NO ACCESS TO INTERIOR OF BOX GIRDER; POSSIBLE DRAINAGE

PROBLEM INSIDE BOX GIRDER AS INDICATED BY WATER SEEPAGE

FROM CRACKS IN BOX GIRDER UNDERSIDE .

60.1 MODERATE STAINING AND WATER LEAKAGE ON NORTH ABUTMENT

FROM EXPANSION JOINT ABOVE; HEAVY AT SOUTH ABUTMENT.

MINOR TO MODERATE VERTICAL CRACKING OF ABUTMENT

BREASTWALLS; MINOR TO MODERATE MAP AND HORIZONTAL

CRACKING AT ENDS WITH MODERATE EFFLORESCENCE AND MINOR

DELAMINATION IN SOME LOCATIONS. MINOR SPALL WITH EXPOSED

REBAR AT TOP OF NORTH ABUTMENT BREASTWALL BELOW

BEARING #3. FULL LENGTH VERTICAL CRACK ON NORTH ABUTMENT

BELOW BEARINGS #2, #3, AND EAST BEARING. SMALL TIMBER

EMBEDDED IN SOUTH ABUTMENT BREASTWALL NEAR BEARING #2.

MINOR SEASONAL VEGETATION GROWTH ON BOTH ABUTMENTS.

60.3 MODERATE ACCUMULATION OF DEBRIS ON NORTH ABUTMENT

BEARING SEAT; HEAVY AT SOUTH ABUTMENT (UNABLE TO VERIFY

DURING THIIS INSPECTION).

60.4 MODERATE SPALL IN TOP OF SOUTH ABUTMENT BACKWALL AT

ROADWAY CENTERLINE (UNABLE TO VERIFY DUE TO APPLICATION

OF ASPHALT WEARING SURFACE).

MINOR VERTICAL CRACKING OF ABUTMENT BACKWALLS, SOME

WITH EFFLORESCENCE. MINOR SPALL WITH EXPOSED REBAR IN

FACE OF SOUTH ABUTMENT BACKWALL AT EAST END.

60.6 MINOR CRACKING OF WINGWALLS, SOME WITH EFFLORESCENCE.

THREE EXPOSED REBARS ON NORTH FACE OF SOUTHWEST

WINGWALL DUE TO INSUFFICIENT CONCRETE COVER. MINOR VINE

GROWTH ON NORTHEAST WINGWALL.

60.9 EROSION TROUGH (3'W X 1'D) IN SOUTH ABUTMENT SLOPE

EXTENDING DOWN TO CHANNEL.

INSPECTION DATE: 11/1/16

STRUCTURE NO. 5140 014PFIELD INSPECTION REPORT

ADDITIONAL ITEM REFERENCE AND REMARKS

60.10 NORTHEAST WINGWALL APPEARS TO HAVE ROTATED AWAY FROM NORTH ABUTMENT; 1"W CRACK AND

SEPARATION BETWEEN TOP OF ABUTMENT BACKWALL AND WINGWALL; NO CHANGE NOTED SINCE LAST

INSPECTION.

60.13 MINOR VINE GROWTH ON EAST COLUMN OF SOUTH PIER.

222.7 13'-8" CLEARANCE SIGNS POSTED ON UNDERPASS APPROACHES ALONG VIRGINIA ROUTE 130. USGS

BENCHMARK IN TOP OF APPROACH PARAPET AT NORTHWEST CORNER.

VA ROUTE 130 & OTTER CREEK BRIDGE

STRUCTURE NO. 5140 014P

INSPECTION DATE: 11/1/16

TRUCK TYPE

TONS

INVENTORY RATING (NORMAL TRAFFIC)

METRIC TONS METRIC TONSTONS

OPERATING RATING (MAXIMUM LOAD)

H

HS

TYPE 3

TYPE 3S2

TYPE 3-3

DESIGN LOADING:

DATE OF LOAD RATING CALCULATION:

LOAD RATING CONTROLLED BY:

REMARKS:

CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

X

STRUCTURE LOAD RATING

VA ROUTE 130 & OTTER CREEK BRIDGE

H15 (M13.5)

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140 014P

STRUCTURE IDENTIFICATION

(201) PARK: BLUE RIDGE PARKWAY

(202) STRUCTURE NAME: .......... VA ROUTE 130 & OTTER CREEK BRIDGE

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

(204) STRUCTURE NUMBER: ..... 5140-014P

(205) NPS REGION: .................... 4 - SOUTHEAST

(206) ROUTE CODE NUMBER: ... 1

(207) ROAD SECTION NO: ..........014P

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

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

(210) OPERATING UNIT: ............. JAMES R.

(211) PROJECT NO(S): ................ 1G12,13

(212) DRAWING NUMBERS: ....... RG1332

(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) HISTORICAL DESIGNATION: ..

513 - VIRGINIA (VA)

009 - AMHERST

161000010

VA ROUTE 130 & OTTER CRE

BLUE RIDGE PARKWAY

5140014P0000000

2.2 MILES TO VA ROUTE 501

99.99 FT (99.99 M)

61.42 (KM PT 98.81)

N/A

3 - FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL: ..

(43B) MAIN STR. TYPE:

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:

(49) STRUCTURE LENGTH:

(216A) ABUTMENT #1 FDN:

(216B) ABUTMENT #2 FDN:

(217A) PREDOM. PIER FDN.: ..

(217B) SECOND. PIER FDN: ...

(107) DECK TYPE:

2 - CONCRETE CONTINUOUS

06 - BOX GIRDER - SINGLE or SPREAD

89.5 FT (27.3 M)

308.0 FT (93.9 M)

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

1 - CONCRETE CAST-IN-PLACE

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

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

(46) NO. OF APPROACH SPANS: .. 0

(108) WEAR SURFACE/PROTECT SYSTEM:

A) TYPE WEARING SURFACE: .. 6 - BITUMINOUS

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

C) TYPE PROTECTION:

0 - NONE

YES(218) IS SALT USED?:

LOAD RATING AND POSTING

(31) DESIGN LOAD:

2 - H15 (M13.5) (41) LOAD RESTRICTION:

R - POSTED (OTHER)

(66) INVENTORY RATING: ...... 21.0 TONS (19.1 METRIC TONS) (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

(64) OPERATING RATING: ...... 35.0 TONS (31.8 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 11/16 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: Y - 1 - DECK SURVEY (A) FRACTURE CRITICAL: ... NO

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

(B) UNDERWATER: .............. NO

(221) SPECIAL STUDY DATE:

INSP. EVERY: MONTHS - LAST INSP. :

(C) SPECIAL INSPECTION: .. NO

INSP. EVERY: MONTHS - LAST INSP. :

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140 014P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:

(17) LONGITUDE:

(19) DETOUR LENGTH:

(28A) LANES ON STRUCT:

(28B) LANES UNDER STRUCT: ...

(42A) SERVICE ON:

(42B) SERVICE UNDER:

(29) AVG. DAILY TRAFFIC:

(30) YEAR OF ADT:

(114) FUTURE ADT:

(115) YEAR OF FUTURE ADT:

(101) PARALLEL STRUCTURE: ...

(38) NAVIGATION CONTROL?: ...

(39) VERTICAL CLEARANCE:

(40) HORIZ. CLEARANCE:

(111) ABUT. OR PIER PROT:

LATERAL UNDERCLEARANCE:

(55) RIGHT: ....................... 11.0 FT (3.4 M)

(56) LEFT: ......................... 0.0 FT (0.0 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: ... 1NNN

(75A) TYPE OF WORK:

(75B) WORK DONE BY:

(76) IMPROVEMENT LENGTH: ..

37°34'23.30"

79°21'03.10"

23 MI (37 KM)

1 - HIGHWAY

6 - HIGHWAY-WATERWAY

N - NONE

0.0 FT (0.0 M)

0.0 FT (0.0 M)

(51) CURB TO CURB WIDTH: ........... 26.3 FT (8.0 M)

(52) DECK WIDTH:

(32) APPR. ROADWAY WIDTH:

(213) APPR. PAVEMENT WIDTH:

LEFT SHOULDER:

RIGHT SHOULDER:

(33) BRIDGE MEDIAN:

(34) SKEW ANGLE:

(35) DECK FLARE?:

(47) TOTAL HORIZ. CLEARANCE:

(50) SIDEWALKS:

LEFT :

RIGHT :

(214) BRIDGE RAIL TYPE:

RAIL CONFIGURATION:

MATERIAL:

DESIGN TYPE:

(215) BRIDGE RAIL HEIGHT:

(53) MIN. VRT. CLEAR. OVER DECK:

(54) MIN. VRT. UNDERCLEARANCE:

(67) STRUCTURAL EVALUATION:

(68) DECK GEOMETRY:

(69) UNDERCLEARANCES:

(71) WATERWAY ADEQUACY:

(72) APPROACH ALIGNMENT:

(113) SCOUR CRITICAL:

(225) PURPOSE OF IMPROVEMENT:

(226) PRIORITY OF IMPROVEMENT:

(227) MAINTENANCE COST:

(228) REHAB./RECONSTR. COST: ...

(229) CONSTRUCTION COST:

31.3 FT (9.5 M)

32.0 FT (9.8 M)

22.0 FT (6.7 M)

5.0 FT (1.5 M)

5.0 FT (1.5 M)

0 - NO MEDIAN

51 °

NO

26.3 FT (8.0 M)

0.0 FT (0.0 M)

0.0 FT (0.0 M)

2 - MOUNTED ON PARAPET

2 - CONCRETE/ALUMINUM

3 - SIMPLE RAIL (joints at each

2.92 FT (0.89 M)

99.99 FT (99.99 M)

13.90 FT (4.24 M)

8 - Stable; scour above top of fo

2 - REHAB/RECONSTRUCTION

C - MODERATE

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1985-JOINT REPAIR.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIG. INFO.:

http:79�21'03.10 http:37�34'23.30

APPENDIX STRUCTURE NO. 5140 014P

PHOTOGRAPHS STRUCTURE NO. 5140 014P

FLOW

PHOTO #1 - LOOKING SOUTHBOUND TOWARD ROANOKE

PHOTO #2 - EAST (UPSTREAM) SIDE

PHOTO #3 - GENERAL TOP SIDE VIEW LOOKING NORTH

PHOTO #4 - DETERIORATION OF WEARING SURFACE ALONG

CENTERLINE OF SPAN #2

STRUCTURE NO. 5140 014PPHOTOGRAPHS

PHOTO #5 - DEBRIS ACCUMULATION ALONG

EAST CURBLINE

PHOTO #6 - CRACKING AND SPALLING OF

EAST CURB AT SOUTH END OF STRUCTURE

WITH EFFLORESCENCE (PHOTO FROM

10/29/2014 INSPECTION REPORT)

PHOTO #7 - DEFORMED SECTION OF GUARDRAIL IN SPAN #2, WEST

SIDE SHOWN

PHOTO #8 - COLLISION DAMAGE TO PARAPET, RAILING AND POST OF

SPAN #1, WEST SIDE NEAR PIER #1

PHOTO #9 - TYPICAL RAIL POST ANCHOR BOLTS AND NUTS MISSING

FROM WEST RAILING; RAIL POST #2 SHOWN

PHOTO #10 - WIDESPREAD CRACKING OF NORTH APPROACH

PAVEMENT WITH RUTTING AND SETTLEMENT IN NORTHBOUND LANE

PHOTO #11 - TYPICAL DETERIORATION OF

EXPANSION JOINT ASPHALT COVER AND

ASPHALT PATCHING ADJACENT TO THE

BRIDGE TRANSITION; NORTH APPROACH

SHOWN; NOTE TYPICAL SETTLEMENT

VA ROUTE 130 & OTTER CREEK BRIDGE INSPECTION DATE: 11/1/16

STRUCTURE NO. 5140 014P

PHOTO #12 - CLOSE-UP OF TYPICAL

SETTLEMENT AND DETERIORATION OF

ASPHALT PATCHING

PHOTOGRAPHS

PHOTO #13 - UNDERSIDE VIEW OF SPAN #4

LOOKING NORTH

VA ROUTE 130 & OTTER CREEK BRIDGE INSPECTION DATE: 11/1/16

STRUCTURE NO. 5140 014P

PHOTO #14 - TYPICAL DIAGONAL CRACKING

WITH RUST AND MOISTURE STAINING OF BOX

GIRDER UNDERSIDE; SPAN #4 NEAR WEST

EDGE SHOWN

PHOTO #15 - COLLISION DAMAGE AT WEST SIDE OF BOX GIRDER

UNDERSIDE OVER EASTBOUND LANE WITH EXPOSED REBAR AND

BROKEN STIRRUPS; NOTE TRANSVERSE CRACKING IN OVERHANG

PHOTO #16 - SECTION LOSS ON ANCHOR BOLT NUT OF BEARING #1 AT

SOUTH ABUTMENT; ALSO NOTE TYPICAL ACCUMULATION OF DEBRIS

ON ABUTMENT BEARING SEATS (PHOTO FROM 10/29/2014 INSPECTION

STRUCTURE NO. 5140 014P

PHOTO #17 - GENERAL VIEW SOUTH

ABUTMENT; NOTE TYPICAL WATER STAINING

PHOTO #18 - MAP CRACKING WITH

EFFLORESCENCE ON SOUTHWEST SIDE OF

SOUTH ABUTMENT

PHOTO #19 - MAP AND HORIZONTAL

CRACKING WITH EFFLORESCENCE AT WEST

ENDS OF NORTH ABUTMENT BREASTWALLS

PHOTO #20 - ROTATION OF NORTHEAST

WINGWALL; NOTE CRACK AND SEPARATION

BETWEEN TOP OF ABUTMENT BACKWALL AND

WINGWALL (PHOTO FROM 10/29/2014

INSPECTION REPORT)

PHOTO #21 - MAP CRACKING ON SOUTHWEST

SIDE OF SOUTH ABUTMENT; EXPOSED

REBARS ON NORTH FACE OF SOUTHWEST

WINGWALL DUE TO INSUFFICIENT CONCRETE

COVER; NOTE VEGETATION GROWTH IN

CONSTRUCTION JOINT

VA ROUTE 130 & OTTER CREEK BRIDGE INSPECTION DATE: 11/1/16

STRUCTURE NO. 5140 014P

PHOTO #22 - UNDERMINING SOUTH END OF

SOUTHWEST WINGWALL

PHOTO #23 - EROSION TROUGH IN SOUTH ABUTMENT SLOPE

EXTENDING DOWN TO CHANNEL

PHOTO #24 - UPSTREAM CHANNEL

PHOTO #25 - DOWNSTREAM CHANNEL