Bridge Inspection Report 4290-025P.pdf

BRIDGE INSPECTION REPORT

POWHATAN CREEK BRIDGE

COLONIAL PARKWAY OVER POWHATAN CREEK

COLONIAL NATIONAL HISTORICAL PARK

LW

STRUCTURE NO. 4290-025P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 6/15/2023

SD

Report prepared by:

Federal Highway Administration MILE POINT: 21.02 FLH Office of Bridges and Structures Bridge Inspection Program 22001 Loudoun County Parkway, Building E2, Suite 200 Ashburn, VA 20147

KILOMETER POINT: 33.82

https://bridge.flhd.fhwa.dot.gov

STRUCTURE SUMMARY STRUCTURE NO. 4290-025P

POWHATAN CREEK BRIDGE INSPECTION DATE: 06/15/2023

Concrete repairs, cleaning and sealing of the joints, and installation of FRP pile jackets are scheduled to be completed under Project COLO 1C14, 1D48, 1E15. Therefore, no recommendations or project costs are included for these elements.

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 4290-025P

POWHATAN CREEK BRIDGE INSPECTION DATE : 06/15/2023

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.

C

Item No.

Maintenance Recommendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

60.3,60.6

REMOVE VEGETATION GROWTH FROM STRUCTURE.

PRELIM. MAINTENANCE TOTAL :

Item No.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST ESTIMATES

REHAB RECONSTR

60.7 UNBLOCK WEEP HOLE AT WEST ABUTMENT.

INSTALL SCREENS TO RETAIN FILL.

CONTRACT COSTS FOR MOBILIZATION,

TRAFFIC CONTROL, AND CONTINGENCIES.

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : ..

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.

Concrete repairs, cleaning and sealing of the joints, and installation of FRP pile jackets are scheduled to be completed under Project COLO 1C14, 1D48, 1E15. Therefore, no recommendations or project costs are included for these elements.

STRUCTURE LOAD RATING STRUCTURE NO. 4290-025P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 14 13 23 21

HS 24 22 41 37

TYPE 3 21 19 35 32

TYPE 3S2 30 27 51 46

TYPE 3-3 39 35 65 59

DESIGN LOADING: 2 - H 15

X CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

X ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 05/30/2019

LOAD RATING CONTROLLED BY: CONCRETE SLAB MOMENT CAPACITY

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 4290-025P

STRUCTURE IDENTIFICATION

(201) PARK: COLONIAL NATIONAL HISTORICAL PARK

(202) STRUCTURE NAME:..............POWHATAN CREEK BRIDGE

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

(204) STRUCTURE NUMBER:.........4290-025 P

3 - NORTHEAST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:............. 025P

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

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

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

(211) PROJECT NO(S):................... 1D12

(212) DRAWING NUMBERS:...........3002A

(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:

513 - VIRGINIA

51095 JAMES CITY

00000

1 6 1 00001 0

POWHATAN CREEK

COLONIAL PARKWAY

4290025P0000000

6.6 MILES SOUTH OF VA ROUTE 199.

99.99 FT ( 99.99 M)

21.02 (KM PT: 33.82)

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

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

(43B) MAIN STR. TYPE:.................. 01 - SLAB

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:..............27 FT ( 8.2 M)

(49) STRUCTURE LENGTH:........... 725. FT ( 221 M)

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

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

(217A) PREDOM. PIER FDN:.......... 4 - PILE BENT

(217B) SECOND. PIER FDN:.......... 4 - PILE BENT

(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:.. 1 - MONOLITHIC CONCRETE

(CONCURRENTLY PLACED WITH

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:..............24 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 21.8

LOADS

(64) OPERATING RATING:..............41 TONS ( 37.2 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 06/15/2023 (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:..................... Y

INSP. EVERY 60 MONTHS - LAST INSP: 06/28/2023

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

INSP. EVERY MONTHS - LAST INSP:

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 4290-025P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 37° 13'24 50" (51) CURB TO CURB WIDTH:............ 32.0 FT ( 9.8 M)

(17) LONGITUDE:............................ 76°46 '39 00" (52) DECK WIDTH:.......................... 36.0 FT ( 11 M)

(19) DETOUR LENGTH:.................. 5 MI ( 8 KM) (32) APPR. ROADWAY WIDTH:...... 44.0 FT ( 13.4 M)

(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 30.0 FT ( 9.1 M)

(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 7 0 FT ( 2.1 M)

(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 7 0 FT ( 2.1 M)

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

(29) AVG DAILY TRAFFIC:..............2118 (34) SKEW ANGLE:......................... 0 °

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

(114) FUTURE ADT:.........................2330 (47) TOTAL HORIZ. CLEARANCE:.. 32 FT ( 9.8 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 RIGHT:.................................. 0 0 FT ( 0 M)

(39) VERTICAL CLEARANCE:.........0.0 FT ( 0 M) (214) BRIDGE RAIL TYPE

(40) HORIZ. CLEARANCE:..............0.0 FT ( 0 M) RAIL CONFIGURATION:...... 1 - FULL HEIGHT (NO PARAPET)

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

REQUIRED

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

(55) RIGHT:..............................0.00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 2 33 FT ( 0.71 M)

(56) LEFT:................................ 0.0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

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

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:....................................... 6 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE:...............6 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE:.......... 5 (69) UNDERCLEARANCES:................ N

(61) CHANNEL:................................7 (71) WATERWAY ADEQUACY:

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

(222) APPROACHES:...................... 7 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF

FOOTING OR PILES

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

(36) TRAFFIC SAFETY FEAT: 1 1 1 1 (226) PRIORITY OF IMPROVEMENT: C - MODERATE

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

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

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

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1985- GUARDRAIL REPLACED. 2010- CONCRETE OVERLAY APPLIED; CONC. REPAIR TO SLAB, SUBSTR, PILES. 2018-EXP JOINTS SEALED; CONC.

REPAIRS TO SLAB AND SUBSTR; PILE JACKETS INSTALLED.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

Inspector: Nate Brown Structure Number: 4290025P0000000

Inspection Date: 06/15/2023 Facility Carried: COLONIAL PARKWAY

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING EASTBOUND TOWARD WILLIAMSBURG

PHOTO 4

Description NORTH (UPSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW LOOKING EAST

PHOTO 6

Description TYPICAL CHECKING AND SPLINTERING OF TIMBER APPROACH GUARDRAILS; NORTH

GUARDRAIL IN EAST APPROACH SHOWN

Bridge Inspection Report

Pictures

PHOTO 7

Description TYPICAL DEBRIS ACCUMULATION IN CURBLINES; NORTH CURBLINE IN SPAN #1 SHOWN

PHOTO 8

Description TYPICAL SPALLING WITH EXPOSED REBAR DUE TO INSUFFICIENT CONCRETE COVER ON

CURBS; NORTH CURB IN SPAN #3 AT BENT #3 SHOWN

Bridge Inspection Report

Pictures

PHOTO 9

Description SPALLING OF NORTH RAIL DUE TO IMPACT IN SPAN #19 OVER BENT #18

PHOTO 10

Description TEARS IN DECK EXPANSION JOINT AT BENT #21

Bridge Inspection Report

Pictures

PHOTO 11

Description TYPICAL DETERIORATION OF DECK EXPANSION JOINT SEALS; JOINT OVER BENT #27

SHOWN

PHOTO 12

Description TYPICAL CRACKING OF CURBS NEAR EXPANSION JOINTS; SOUTH CURB OVER BENT #30

SHOWN

Bridge Inspection Report

Pictures

PHOTO 13

Description TYPICAL SPALLING WITH EXPOSED REBAR DUE TO INSUFFICENT CONCRETE COVER ON

RAILINGS; NORTH RAILING IN SPAN #30 AT BENT #30 SHOWN

PHOTO 14

Description SETTLEMENT OF WEST APPROACH ROADWAY AT FIRST JOINT WEST OF APPROACH

SLAB; NOTE SPALL

Bridge Inspection Report

Pictures

PHOTO 15

Description SPALLING OF NORTH PARAPET AT WEST APPROACH

PHOTO 16

Description GENERAL UNDERSIDE VIEW LOOKING WEST, SPAN #5

Bridge Inspection Report

Pictures

PHOTO 17

Description GENERAL VIEW OF EAST ABUTMENT

PHOTO 18

Description TYPICAL DELAMNATION AND SPALLING OF BENT CAP REPAIRS, BEARING AREA AT

SOUTHWEST CORNER OF BENT #3 SHOWN

Bridge Inspection Report

Pictures

PHOTO 19

Description GENERAL VIEW OF BENT #5, EAST SIDE

PHOTO 20

Description HOLE IN PILE #2 AT BENT #7

Bridge Inspection Report

Pictures

PHOTO 21

Description SPALLING WITH EXPOSED REBAR ON SLAB UNDERSIDE IN SPAN #14

PHOTO 22

Description TYPICAL DELAMINATION OF REPAIRS ON SLAB UNDERSIDE; SPAN #14 SHOWN

Bridge Inspection Report

Pictures

PHOTO 23

Description TYPICAL DELAMINATION AND SPALLING WITH EXPOSED REBAR ON FASCIA; SOUTH

FASCIA IN SPAN #17 SHOWN

PHOTO 24

Description TYPICAL EFFLORESCENCE ON BENT CAPS; WEST SIDE OF BENT #18 SHOWN

Bridge Inspection Report

Pictures

PHOTO 25

Description TYPICAL DELAMINATION AND SPALLING OF BENT CAP REPAIRS AT NUMEROUS

LOCATIONS; EAST SIDE OF BENT #18 SHOWN

PHOTO 26

Description MINOR SPALLING WITH EXPOSED REBAR OF UNDERSIDE OF BENT CAP #18

Bridge Inspection Report

Pictures

PHOTO 27

Description TYPICAL DELAMINATION OF SLAB UNDERSIDE; SPAN #19 SHOWN; ALSO NOTE TYPICAL

EFFLORESCENCE ALONG LONGITUDINAL COLD JOINT

PHOTO 28

Description TYPICAL VERTICAL CRACKING OF PILES; PILE #2 AT BENT #19 SHOWN

Bridge Inspection Report

Pictures

PHOTO 29

Description TYPICAL MINOR CRACKING WITH EFFLORESCENCE OF EXTERIOR FACE OF SLAB;

SOUTH FACE OF SLAB IN SPAN #22 AT BENT #21 SHOWN

PHOTO 30

Description TYPICAL DELAMINATION AND SPALLING OF BENT CAP REPAIRS; BEARING AREA AT

SOUTHEAST CORNER OF BENT #21 SHOWN

Bridge Inspection Report

Pictures

PHOTO 31

Description TYPICAL CRACKING OF BENT CAPS; EAST SIDE OF BENT #21 SHOWN

PHOTO 32

Description SPALLING WITH EXPOSED REBAR ON PILE #3 AT BENT #26

Bridge Inspection Report

Pictures

PHOTO 33

Description TYPICAL DELAMINATION AND SPALLING OF BENT CAP REPAIRS; BEARING AREA AT

NORTHEAST CORNER OF BENT #33 SHOWN

PHOTO 34

Description TYPICAL SCOUR AT PILES; PILE #3 AT BENT #33 SHOWN; ALSO NOTE TYPICAL VERTICAL

CRACKING

Bridge Inspection Report

Pictures

PHOTO 35

Description TYPICAL CRACKING OF ABUTMENT BREASTWALLS; WEST ABUTMENT SHOWN; ALSO

NOTE SPALL WITH EXPOSED REBAR

PHOTO 36

Description WEEP HOLE BLOCKED BY EMBANKMENT AT WEST ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 37

Description TYPICAL VINE GROWTH ON WEST WINGWALLS; NORTHWEST WINGWALL SHOWN

PHOTO 38

Description UPSTREAM CHANNEL

Bridge Inspection Report

Pictures

PHOTO 39

Description DOWNSTREAM CHANNEL