Bridge Inspection Rpt_5460-187P-2022_Redacted.pdf
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About this file
This document is a Culvert Inspection Report for the Crying Creek Culvert located in the Great Smoky Mountains National Park. The report provides an assessment of the condition of the culvert structure, including recommendations for maintenance and rehabilitation work.
The key details are:
- The culvert is designated as Structure No. 5460-187P and was last inspected on 5/11/2022.
- The report recommends minor maintenance tasks such as removing drift from the barrels and installing markers. The estimated cost for these maintenance items is $222.70.
- No rehabilitation or reconstruction work is recommended at this time.
- The culvert has a load rating that meets or exceeds the design load capacity.
- The report provides detailed information on the culvert's dimensions, construction materials, and condition of various components.
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CULVERT INSPECTION REPORT
CRYING CREEK CULVERT
COSBY CAMPGROUND ACCESS ROAD OVER CRYING CREEK
GREAT SMOKY MOUNTAINS NATIONAL PARK
LN
STRUCTURE NO. 5460-187P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 5/11/2022
ED
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
RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5460-187P
CRYING CREEK CULVERT INSPECTION DATE : 05/11/2022
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.
D
Item No.
Maintenance Recommendations
(GENERALLY NOT FLHP ELIGIBLE)
QTY. UNIT UNIT
COST
PRELIM.
COST
ESTIMATE
62.5
REMOVE DRIFT FROM BARRELS.
1 LS
222.7
INSTALL MARKERS ON EAST SIDE OF STRUCTURE.
1 EA
PRELIM. MAINTENANCE TOTAL :
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 : ..
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 LOAD RATING STRUCTURE NO. 5460-187P
CRYING CREEK CULVERT INSPECTION DATE: 05/10/2022
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 20 18 33 30
HS 36 33 59 54
TYPE 3 25 23 41 37
TYPE 3S2 36 33 59 54
TYPE 3-3 40 36 66 60
DESIGN LOADING: 0 - UNKNOWN
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: 05/16/2016
LOAD RATING CONTROLLED BY: COVER OVER CULVERT
REMARKS: SEE STRUCTURE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5460-187P
STRUCTURE IDENTIFICATION
(201) PARK: GREAT SMOKY MOUNTAINS NATIONAL PARK
(202) STRUCTURE NAME:..............CRYING CREEK CULVERT
(203) STRUCTURE KIND:............... 2 - CULVERT
(204) STRUCTURE NUMBER:.........5460-187 P
4 - SOUTHEAST(205) NPS REGION:
(206) ROUTE CODE NUMBER:
(207) ROAD SECTION NO:............. 187P
(208) NPS ROAD CLASS:............... 2 - CONNECTOR ROAD
(209) WITHIN NPS BNDRY?:.......... Yes
(210) OPERATING UNIT:.................N. DIST.
(211) PROJECT NO(S):
(212) DRAWING NUMBERS:...........NONE
(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:
474 - TENNESSEE
47029 COCKE
00000
1 6 4 00021 0
CRYING CREEK
COSBY CAMPGROUND ACCESS
ROAD
5460187P0000000
0 2 MILES SOUTH FROM TN ROUTE
32.
99.99 FT ( 99.99 M)
0 20 (KM PT: 0.32 )
3 - ON FREE ROAD
5 - NOT ELIGIBLE
STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE
(43A) MAIN STR. MATERIAL:..........3 - STEEL (44A) APPR. STR. MATERIAL:............ 0 - Other
(43B) MAIN STR. TYPE:.................. 19 - CULVERT (INCLUDES FRAME (44B) APPR. STR. TYPE:.................... 00 - OTHER
CULVERTS)
(45) NO. OF MAIN SPANS:..............002 (46) NO OF APPROACH SPANS:
(48) MAX. SPAN LENGTH:..............17 FT ( 5.2 M)
(49) STRUCTURE LENGTH:........... 36.0 FT ( 11 M) (108) WEAR SURFACE/PROTECT SYSTEM:
(216A) ABUTMENT #1 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L A) TYPE WEARING SURFACE:.. N - NA
(216B) ABUTMENT #2 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L B) TYPE MEMBRANE:................. N - NA
(217A) PREDOM. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L C) TYPE PROTECTION:.............. N - NA
(217B) SECOND. PIER FDN:.......... 6 - N/A (218) IS SALT USED?.......................... NO
(107) DECK TYPE:.......................... N - NOT APPLICABLE
LOAD RATING AND POSTING
(31) DESIGN LOAD:.........................0 - UNKNOWN (41) LOAD RESTRICTION:.................. A - OPEN
(66) INVENTORY RATING:..............36.0 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 32.7
LOADS
(64) OPERATING RATING:..............59.0 TONS ( 53.5 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 05/11/2022 (91) FREQ. OF INSP: 48 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. 5460-187P
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 35° 46'53 80" N (51) CURB TO CURB WIDTH:............ 0 0 FT ( 0 M)
(17) LONGITUDE:............................ 83°13 '01.10" W (52) DECK WIDTH:.......................... 0 0 FT ( 0 M)
(19) DETOUR LENGTH:.................. 99 MI ( 159 KM) (32) APPR. ROADWAY WIDTH:...... 27.0 FT ( 8.2 M)
(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 19.0 FT ( 5.8 M)
(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 4 0 FT ( 1.2 M)
(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 4 0 FT ( 1.2 M)
(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN
(29) AVG DAILY TRAFFIC:..............1 (34) SKEW ANGLE:......................... 50 °
(30) YEAR OF ADT:......................... 2019 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................2 (47) TOTAL HORIZ. CLEARANCE:.. 27 FT ( 8.2 M)
(115) YEAR OF FUTURE ADT:........2039 (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
0 - N/A(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:
(111) ABUT OR PIER PROT:........... MATERIAL:........................... 0 - N/A
LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 0 - N/A
(55) RIGHT:..............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... .00 FT ( 0 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:....................................... N (67) STRUCTURAL EVALUATION:
(59) SUPERSTRUCTURE:...............N (68) DECK GEOMETRY:......................N
(60) SUBSTRUCTURE:.......... N (69) UNDERCLEARANCES:................ N
(61) CHANNEL:................................7 (71) WATERWAY ADEQUACY:
(62) CULVERT:.................................7 (72) APPROACH ALIGNMENT:
(222) APPROACHES:...................... 6 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF
FOOTING OR PILES
(223) RETAINING WALL:.................N (225) PURPOSE OF IMPROVEMENT: 1 - MAINTENANCE
(36) TRAFFIC SAFETY FEAT: N N N N (226) PRIORITY OF IMPROVEMENT: D - MINOR
(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:
2009-ROADWAY RESURFACED.
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Mike Putallaz Structure Number: 5460187P0000000
Inspection Date: 05/11/2022 Facility Carried: COSBY CAMPGROUND
Culvert Inspection Report
Pictures
PHOTO 3
Description LOOKING SOUTH TOWARD COSBY CAMPGROUND
PHOTO 4
Description WEST (UPSTREAM) SIDE
Culvert Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW LOOKING NORTH; NOTE TYPICAL TRANSVERSE AND
LONGITUDINAL CRACKING OF ASPHALT PAVEMENT OVER STRUCTURE
PHOTO 6
Description TYPICAL TRANSVERSE AND LONGITUDINAL CRACKING OF ASPHALT PAVEMENT; SOUTH
APPROACH SHOWN
Culvert Inspection Report
Pictures
PHOTO 7
Description GENERAL UNDERSIDE VIEW LOOKING WEST, NORTH BARREL; NOTE TYPICAL
DETERIORATION OF BITUMINOUS COATING
PHOTO 8
Description GENERAL VIEW OF NORTH SIDE, NORTH BARREL; NOTE TYPICAL VEGETATION GROWTH
IN CHANNELS
Culvert Inspection Report
Pictures
PHOTO 9
Description GENERAL VIEW OF NORTH SIDE, SOUTH BARREL
PHOTO 10
Description TYPICAL RUSTING OF BARRELS NEAR BOTTOM; WEST END OF SOUTH BARREL ON
SOUTH SIDE SHOWN; ALSO NOTE TYPICAL EXPOSED FOOTINGS
Culvert Inspection Report
Pictures
PHOTO 11
Description TYPICAL BARREL CONNECTION BOLT NUTS NOT FULLY ENGAGED; EAST END OF NORTH
BARREL SHOWN
PHOTO 12
Description TYPICAL DRIFT IN BARRELS; SOUTH BARREL SHOWN
Culvert Inspection Report
Pictures
PHOTO 13
Description TYPICAL EXPOSED FOOTINGS; EAST END OF SOUTH BARREL AT NORTH SIDE SHOWN;
ALSO NOTE TYPICAL MOSS GROWTH ON FOOTINGS
PHOTO 14
Description UPSTREAM CHANNEL
Culvert Inspection Report
Pictures
PHOTO 15
Description DOWNSTREAM CHANNEL
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