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HAMILTON COUNTY
33-03609-01.08 33I00240079 (I-24 LM 14.08)
Spring Creek OVER I-24 Eastbound 3-SPAN
33I00240079FED. BRIDGE NO.:
BRIDGE MAINTENANCE RECOMMENDATIONS
Tennessee Departmentof Transportation
HAMILTON33-03609-01.08- 1 SPEC. CASE: 0
SPRING CREEK RD / I-24EB
33
REPAIR LIST NO.:DATE ADDED:REVISED: 10/09/2014
N
COUNTY:LOCATION:CO. SEQ.:
CROSSING:
MAINT. DIST.:
67
67HIGHWAY SYSTEM:BRIDGE WIDTH (CURB TO CURB):BRIDGE WIDTH (OUT TO OUT):APPROACH ROADWAY (W/SHOULDERS):
MAINTAINED BY:MAIN SPAN MATERIAL:MAIN SPAN DESIGN TYPE:APPROACH SPAN MATERIAL:APPROACH SPAN DESIGN TYPE:
INSPECTION DATE: GENERAL CONDITION: GOODEVALUATION DATE: STRUCTURALLY DEFICIENT: NOPPRM PIN NUMBER:H TRUCK RATING @ INV.: 20 TONS SUFFICIENCY RATING: 97.4
STATE HIGHWAY AGENCYPRESTRESSED CONCRETE
BOX BEAM OR GIRDERS - MULTIPLEOTHER OR NOT APPLICABLEOTHER OR NOT APPLICABLE
30
1145680
NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):
18-STP URBAN, NON-STATE SYS.FT 10 IN
IN5FT74FT 10 IN
FACILITY CARRIED: FAU 3609
10/03/201612/04/2014
SUGGESTED ROUTINE MAINTENANCE AND COMMENTS
BEAM A & X - PAINT EXPOSED REBAR WITH RUSTPROOF PROTECTION
GENERAL COMMENTS:
Page 1 of 1
STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION
33
03609
0
1
1.08
Revised 10/05/2016
County:
Route:
Special Case:
County Sequence:
Log Mile:
A
A
99
99
9
8
7
6
5
4
3
GOOD CONDITION - SOME MINOR PROBLEMS.
VERY GOOD CONDITION - NOPROBLEMS NOTED.
EXCELLENT CONDITION
SATISFACTORY CONDITION - MINORDETERIORATION OF STRUCTURALELEMENTS.
FAIR CONDITION - ALL PRIMARYSTRUCTURAL ELEMENTS ARE SOUND BUTMAY HAVE MINOR SECTION LOSS,CRACKING, SPALLING OR SCOUR.
POOR CONDITION - ADVANCED SECTIONLOSS, DETERIORATION, SPALLING ORSCOUR.
SERIOUS CONDITION - LOSS OF SECTION,DETERIORATION, SPALLING OR SCOUR HAVESERIOUSLY AFFECTED PRIMARYSTRUCTURAL COMPONENTS. LOCALFAILURES ARE POSSIBLE. FATIGUE CRACKSIN STEEL OR SHEAR CRACKS IN CONCRETEMAY BE PRESENT.
K P
STRC OPEN/CLOSED/POSTED
TRAFFIC SAFETY FEATURES
MINIMUM V.C. OVER DECK(ROADWAY + SHOULDERS)
MINIMUM V.C. OVER DECK(EXCLUDES SHOULDERS)
Trans. Appr. Rail Terminal SPEED LIMIT1 1 1 30
FT. IN. FT. IN.
FT. IN. FT. IN.
41
36
10
520
Br. Rail1
2
1 "IMMINENT" FAILURE CONDITION - MAJORDETERIORATION OR SECTION LOSSPRESENT IN CRITICAL STRUCTURALCOMPONENTS OR OBVIOUS VERTICAL ORHORIZONTAL MOVEMENT AFFECTINGSTRUCTURAL STABILITY. BRIDGE ISCLOSED TO TRAFFIC BUT CORRECTIVE
CRITICAL CONDITION - ADVANCEDDETERIORATION OF PRIMARY STRUCTURALELEMENTS. FATIGUE CRACKS IN STEEL ORSHEAR CRACKS IN CONCRETE MAY BEPRESENT OR SCOUR MAY HAVE REMOVEDSUBSTRUCTURE SUPPORT. UNLESSCLOSELY MONITORED IT MAY BENECESSARY TO CLOSE THE BRIDGE UNTILCORRECTIVE ACTION IS TAKEN.
Bridge Number:(Includes Item 5A)
Feature Intersected:
Evaluation Status:
99
99
N NOT APPLICABLE/ /
ITEM # DESCRIPTION CONDITION CODING GUIDELINES(Values for Coding Items 58, 59, 60 and 62)
90 LAST INSPECTION DATE
Bridge ConditionCoding Form
33I002400791
SPRING CREEK RD / I-24EB
NO CHANGE BUT STILL EVALUATE
CODE ONLY THOSE VALUES WHICH HAVE CHANGEDVALUE
10/03/2016EARLIEST DATE OF NEXTREGULAR INSPECTION
08/04/2018
/ /REVIEW DATETEAM LEADER SIGNATURE
DECK 7
58
7
SUPERSTRUCTURE59
7
SUBSTRUCTURE60
N
N
CHANL/CHANL PROTECTION
CULVERT AND RETAIN WALL
61
62
NWATERWAY ADEQUACY
71
8
521
OVERALL CONDITION
GOOD
72 APPROACH RDWY ALIGNMENT
17 LONGITUDE
0
ACTION MAY PUT IT BACK IN LIGHT SERVICE.
FAILED CONDITION - OUT OF SERVICE ANDBEYOND CORRECTIVE ACTION.
16 LATITUDE
35N W 85
.2410 13.1450' '
Photographs
Bridge ID#: 33I00240079 Date: 10/03/2016
ABUTMENT 1-R/SIDE
LOOKING AHEAD ON STRUCTURE
Photographs
CLEARANCE AHEAD
LOOKING BACK ON STRUCTURE
Photographs
CLEARANCE-BACK
RIGHT SIDEVIEW-BACK
Photographs
LEFT SIDEVIEW-AHEAD
SUPER/SUB STRUCTURE-SPAN 2-BENT 1-TYPICAL
Photographs
SUPER/SUB STRUCTURE-ABUTMENT 2-TYPICAL
GENERAL BARREL CONDITION-ABUTMENT 2-TYPICAL
Photographs
BEARINGS-ABUTMENT 2
BEARINGS-BENT 2
Photographs
APPROACH 1
WEARING SURFACE
Photographs
TRAFFIC SAFETY FEATURES-G/RAIL-APP. 1-R/SIDE
APPROACH 2
Photographs
APP. 1 R/SIDE-VOIDS-FILLER MISSING
BEAM A-L/SIDE-COLLISION REBAR SPALL
Photographs
BEAM X R/SIDE-COLLISION SPALLS
BRIDGE INSPECTION REPORTForm BIR 3.0(Rev. 9-22-98)DT-0069
10/3/2016Date23Field Report No.
10/9/2014Date22Previous Report No.
DESIGNPlans:
33I00240079Bridge No.
Eleven Digit No.Bridge Location No. 33 03609 0108- -
Co. Route Log MileSPRING CREEK RD(3609-1.09)
Road Name
over
Crossing
| PCBBStructure Type (Main)
FEATURES
Wearing Surface CONCRETE Depth 4.5 in
TEAM LEADER
F. Watkins
UNDERWATER INSPECTION
To Be Performed By:
BRIDGE is:
Date
OPEN
COORDINATES
Supervising Bridge Inspector: F. Watkins BRIDGE RATING: GOOD
Min. Vertical Clearance over Deck
Min. Lateral Under Clearance Rt.
Maximum Span Length 56.0 ft
Deck Out-to-Out 74.5 ft
Sidewalk NONE ftRt. NONE ftLt.
Spring Creek over EBL I-24
Structure Name (If Named)
Year Constructed 1958 - ACTUAL
Year Widened NA - NA Year Rehabilitated 2006 - ACTUAL
HamiltonCounty Maintenance District: 29
Median Width CLOSED ft
Bridge Skew 6° - LT G. Haas
J. Edwards
M. Shelton
No. Main Spans 3
| NAStructure Type (Appr.)
No. Approach Spans 0
WIDTHS (*.* ft.)
Total Length 112.5 ft
Roadway Curb/Curb NA ft
Roadway Rail/Rail 71.0 ft
*Approach Roadway
*(Does Not Include Shoulders)
Approach Shoulder Rt.
Lt.
CLEARANCES
Min. Vertical Under Clearance
53 ft
Min. Lateral Under Clearance Lt.
(If Yes, Include BIR 3.9)
Flared Width
Navigation ControlINSPECTORS
Fracture Critical Bridge
NBIS Bridge (Length > 20ft)
Major Repairs MadeChange in Structural Condition
Date Collected:
Latitude: N ° '
Longitude: W ° '
EQUIPMENT + RESOURCES
Reach All
Bucket Truck
Big Boat
Little Boat
Traffic Control - TDOT
Traffic Control - Bridge
Tape / Laser
Ladder
Flashlight Other::
General Inspection Comments:
Gross..............
Form BIR 3.1
10/3/2016DateBridge Location No.
Co. - Route - Log Mile - Left/Right
PERFORMANCE EVALUATION
Time of Day Inspected PM Weather Conditions ° - CLEAR 65F
Vehicles Observed ALL TYPES
LIVE LOAD BEHAVIOR
Substructure
Horiz./ Vert. Defl. NO
Vibration NO
Superstructure
Horiz./ Vert. Defl. NO
Vibration NO
Comments
APPROACH
Alignment GOOD
Slab NA
Joints FAIR Breaking up at approach 1 right
Pavement FAIR UNEVEN
Slope GOOD
Drains NONE
TRAFFIC SAFETY FEATURESStandard/
NonStandard
Rating Comments
Yes/No
Comments
Bridgerailing GOOD STANDARD
Transitions GOOD STANDARD
Approach Rail GOOD STANDARD
Guardrail Termin GOOD STANDARD
SIGNS POSTED ON ROUT
Paddleboards NO
Vertical Clearance (<14'-6") NO
Narrow Bridge Signs NO
One Lane Bridge Signs NO
Other Signs or Plaques:
Problems with Signs:
Rating
Tons
2 Axle............... Tons
3 or more Axles. Tons
- 03609 -
Alignment: TRIMS Item72
TRIMS Item 36
A -
B -
C -
D -
Median GOOD CLOSED - NO CURB
Weight Limit Posted
ATTACHED SIGNSSign Number:Location:Directions:
Height Posted
1. 2. 3.
Form BIR 3.2(Rev. 9-22-98)DT-0081
10/3/2016DateBridge Location No.
DECK
Wearing Surface
Comments
HL CRACKS. SMALL CRACKS ACROSS SPAN ENDS.GOOD
Rating
Deck - Structural Condition
NV NO VISIBLE INDICATORS OF STRUCTURAL ISSUES
Curbs NONE
Median GOOD CLOSED - NO CURB
Sidewalks NONE
Paint NA
Drains NONE
Lighting Standards NONE
Utilities NONE
Joint Leakage GOOD
Expansion Joints GOOD
SUPERSTRUCTURE
Bearing Devices GOOD
Girders or Beams GOOD SMALL COLLISION SPALL. CRACKS, DELAM, PATCHES.
Alignment of Members GOOD
Floor Beams NA
Paint NEEDED SPAN 2 - BEAMS A & X - EXPOSED REBAR NEEDS A PROTECTIVE COAT OF RUSTPROOF P
Stringers NA
Diaphragms NA
Bracing NA
Trusses - General NA
Portals NA
Bracing NA
TEXTURE COAT
Condition Rating
Overall Appearance
Staining Rating
Fading Rating
Scaling Rating
Needs Spot Painting
Needs Repainting
Comments
33 - 03609 - 0108
Deck - TRIMS Item 58 6
Super: TRIMS Item 59 5
Form BIR 3.3(Rev. 9-22-98)DT-0082
10/3/2016DateBridge Location No.
SUBSTRUCTURE
ABUTMENTSCaps
Comments
GOOD
Rating
Stem: HL CRACKSGOOD
Wings GOOD
Backwall NV
Plumb GOOD
Footing NA
Piles NV
Embankment GOOD
Bridge Seat: GOOD
Rip Rap NA
BENTS
Caps SPAN 1 - BEANT 1 - UNDER BEAM X - CRACKGOOD
Columns / Shaft MINOR SPALL, DELAM.GOOD
Plumb GOOD
Footings NV
Piles NV
Bridge Seat: GOOD
NOPiles Need Replacement:
Piles To Be Replaced:
33 - 03609 - 0108
Substructure - TRIMS Item 60
6
Pier / Crash Walls:
33I00240079
Inspection Team's Summary
Location: 33 - 03609 - 0108
Inspection Date:
Overall Bridge Rating: GOOD
10/3/2016
Road Carried: SPRING CREEK RD(3609-1.09)
Direction of Route Carried:
Traffic Direction on Bridge:
I24
Overpass: 03609
Waterway:
Waterway Adequacy: TRIMS Item 71
Waterway Channel: TRIMS Item 61
N
Underwater Inspection Required
Inspection Date
Inspector:
Report Comments:
Overall Channel Rating:
General Inspection Comments:
Deck: TRIMS Item 58 6
Superstructure: TRIMS Item 59 5
Substructure: TRIMS Item 60 6
Culvert: TRIMS Item 62
Closeout Agency: State/Federal
Bridge Is: OPEN
County: Hamilton
Approach Roadway Alignment: TRIMS Item 72
Structure IDFederal ID: 33I00240079
Featured Intersection
Underpass A:
Underpass B:
Ratings and Comments
Bridge Rail: Item36 A
Transitions: Item 36 B
Approach Rail: Item 36 C
Terminals: Item 36 D
Traffic Safety Features
Underwater Inspection
Structure is Fracture Critical
ELEVATIONS OF DECK PAGE NO._________ BRIDGE LOCATION NO. __33__ _3609_ _ 1.09 _( 1.75)_ DATE:_09-04-98 COUNTY ROUTE LOG MILE (LOG km) STATION/ LOCATION
TOP OF LT. CURB/RAIL
GUTTER/ EDGE DECK
BOTTOM OF MEDIAN
TOP OF MEDIAN
LEFT SIDE ABUT # 1 696.28 695.52 695.95 696.39 BENT # 1 697.14 696.40 696.77 697.26 BENT # 2 698.46 697.75 698.15 698.60 ABUT # 2 698.92 698.23 698.61 699.05 TOP OF
MEDIAN BOTTOM OF MEDIAN
GUTTER/ EDGE DECK
TOP OF RT. CURB/RAIL
RIGHT SIDE ABUT # 1 696.28 695.86 695.34 696.12 BENT # 1 697.23 696.71 696.31 697.02 BENT # 2 698.60 698.15 697.73 698.42 ABUT # 2 699.06 698.60 698.21 698.88
BENCH MARK LOCATION BRIDGE SEAT, ABUT. # 1, LT. SIDE. __________________________________________________________________________ __________________________________________________________________________ BENCH MARK ELEVATION 693.06 _____________________________ NOTE: ELEVATIONS TAKEN FROM PREVIOUS REPORT DATED 10-16-96
top1
Top of Deck Span No. 1 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
App Pvmt: G
App Rail: G
Wearing surface: G
Bridge Rail: G
breaking up
top2
Top of Deck Span No. 2 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Wearing Surface: G
Bridge Rail: G
small-large cracks over joint
HL cracks
top3
Top of Deck Span No. 3 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
App Pvmt: G
App Rail: G Minor collision dmg
Wearing surface: G
Bridge Rail: G
large-small cracks over joint
bot1
Bottom of Deck Span No. 1 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Beams: G
Deck: G
Rebar Spall - 6" X 6" 1" deep
Rebar Popout -0.2'x0.2'x0.1'
R Q A B C D E F G H I J K L M N O P S T W V U X
bot2
Bottom of Deck Span No. 2 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Beams:
Deck:
spalls in beam A (top to bottom):1.7' X 3' X 1" deep, 8" X 1.6' X 1" deep5" X 7" X 1" deep, and small & hairline-small cracks, delaminated 1.3' X 3' &10" X 2.6' X 1" deep with strand completely exposed spall with strand exposed 2' X 2.4' X 2" deep(patched) at 6' from end
small cracks (patched)
spalls 3" X 3" X 2" deep Rebar Spall - (patched) 0.8'x0.8'x0.1' spall 2" X 1' X 1" deep
corrosion stains on this end (patched)Spall - 2"x2"
R Q A B C D E F G H I J K L M N O P S T W V U X
bxbm2
Concrete Box Beams Deck Span No. 2 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
large crack large crack 15' long spall 2.6' X 10" X 2" deep hairline crackssmall cracks Left Face of Beam A with strand completely exposed
11' 2.3' 17'spall 4.2' X 9" X 1" deep
spall 1.1' X 9" x 3" deep with broken strand spall 1' X 7" X 2" deep with broken strand
Left Face of Beam S spall 10" X 6" X 1" deep
17'
Left Face of Beam X spall 10" X 4" X 1" deep
17'spall 10" 8" X 1" deep
Right Face of Beam X spall 8" X 6" X 1" deep
17' 17'small crack with efflorescence 3' long
bot3
Bottom of Deck Span No. 3 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Beams: G
Deck: G
R Q A B C D E F G H I J K L M N O P S T W V U X
a1
Abutment No. 1 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Wings: G
Walls: G
Bearings: G
cracks are hairline spall 10" X 6"
spall 8" X 2"
delaminated 7" X 5"
bnt1
Bent No. 1 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Columns: G
Cap: G
Bearings: G
cracks are hairline
honeycomb delaminated 3.5' X 10"
Front Side
Back Side
bnt2
Bent No. 2 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Columns: G
Cap: G
Bearings: G
spall Front Side3" X 2' X 1" deep
Delam - Spall - 2'x2' Back Side5"x5"
Spall - 4"x2"x1"
delam 2'x2'
a2
Abutment No. 2 Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Wings: G
Walls: G
Bearings: G
cracks are hairline
clearance
Horizontal and Vertical Clearances Date 10/03/2016
Bridge Location No. 33 03609 1.09 over 33 I0024 14.05County Route Log Mile County Route Log Mile
Spring Creek RoadBent 1 Bent 2
9.0' 36.0' 7.0'E.B.L. I0024 - Beam A
parapets are flush with columns
15'-8
"
16'-6
"
15'-6
"
16'-6
"
10/03/2016
33I002400792
FAU 3609 SPRING CREEK RD
0
2
14.08
I0024
33STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION
Underpass ConditionCoding Form
10/05/2016Revised
County:
County Sequence:
Log Mile:
Special Case:
Route:
Bridge Number:(Includes Item 5A)
Feature Intersected:
(A)515
FT. IN.
FT.
FT. IN.
MINIMUM VERTICAL UNDERCLEARANCE
MINIMUM LATERALUNDERCLEARANCE ON RIGHT SIDE
MINIMUM LATERALUNDERCLEARANCE ON LEFT SIDE
10
520
47
54
55
56
521
555
Circle One: H R
Circle One: H R
/ /TYPE UNDERPASS BARRIERCOMBINATION OF METAL& CONCRETE BARRIER OR
RAIL
MINIMUM V.C. OVER DECK(EXCLUDES SHOULDERS)
TOTAL HORIZONTALUNDERCLEARANCE
FT.
FT.FT.
FT.FT.
IN.
IN.IN.
IN.IN.
MINIMUM V.C. OVER DECK(ROADWAY + SHOULDERS)
FT. IN.
REVIEW DATE/ /
TEAM LEADER SIGNATURE
COMMENTS
15
15
(EXCLUDES SHOULDERS)
OVERALL CONDITION
53
GOOD
6
8
0
CODE ONLY THOSE VALUES WHICH HAVE CHANGEDITEM # DESCRIPTION VALUE UNDERPASS SAFETY FEATURES
90 LAST INSPECTION DATE
08/04/2018EARLIEST DATE OF NEXTREGULAR INSPECTION
ADEQUACY OFBARRIER OR RAIL
(B)
(C) ADEQUACY OFTRANSITIONS
ADEQUACY OFTERMINALS
(D)
Revised Barrier Type
1
0
1
HEIGHT POSTED ATBOTH APPROACHES?
YES [ ]
NO [ ]
N/A [ ]
IN.
VERTICAL CLEARANCELISTED ON HEIGHT POSTING
554
FT. FT. IN.
IN.
16 LATITUDE 17 LONGITUDEN 35
W 85.2410 13.1450 ' '
Underpass Inspection ReportForm BIR 3.0A(Rev. 9-22-98)DT-1443
10/3/2016Date23Field Report No. 10/9/2014Date22Previous Report No.
33I00240079Bridge No.
Eleven Digit No.
Underpass Location No.
33 - I24 - 1408 - EBL
Railroad/Walkway
or
GEOMETRIC FEATURES UNDER BRIDGE
Divided Highway NA
INSPECTORS
G. Haas
Other Underpass Signs Needed
Width of Approach Traveled Roadway 36.0 ft.
Year Constructed 1958 - ACTUAL
Year Widened NA - NA Year Rehabilitated 2006 - ACTUAL
County
J. Edwards
M. Shelton
F. Watkins
Approach Shoulder Width 10.0
TRAFFIC SAFETY FEATURES
Standard / Nonstandard
Pier Protection GOOD STANDARD
Transitions GOOD NONSTANDARD
Approach Rail GOOD STANDARD
Terminal GOOD STANDARD
SIGNING
Paddleboards NO
Vertical Clearance (<14'-6")
Yes/ No/ Needed
NO
Narrow Passage NO
One Lane Passage NO
Other Signs or Plaques:
Problems with Signs:
Rating
Page 1 of 2
over33 - 03609 - 0108
(*.* ft. unless otherwise noted)
Type of Wearing Surface ASPHALT
(Does Not Include Shoulders)
Width of Median if Divided Highway NA ft.
ft. Right
*Horizontal Clearance Under Bridge 53 ft.
*Distance Between Pier Protection Guardrail and Substructure
7.0 ft. Left
0 ft. Right 0 ft. Left
*Width of Sidewalk Under Bridge NA ft. Right NA ft. Left
*Minimum Vertical Clearance: 15 ft 6 in
Barrier Type: TRIMS Item 515A
Adequacy
Item 515B -
Item 515C -
Item 515D -
TEAM LEADER
Location:
Bridge Location
Underpass Inspection Comments
Page No.____
Form BIR 3.0A (Continued)(Rev. 9-22-98)DT-1443
10/3/2016Date
Page 2 of 2
BRIDGE FEATURES (*.* ft.)
Bridge Skew 86° - LT Number of Lanes/Tracks on Bridge 4
| PCBBStructure Type (Main Span) No. Main Spans 3
| NAStructure Type (Appr.Spans) No. Appr. Spans 0
Maximum Span Length 56.0 (ft.) Total Length 112.5 (ft.)
Width of Bridge Out-to-Out 74.5 (ft.) Right Angle to Centerline of Bridge)
Width of Bridge Along Skew NA (ft.) (If Unable to Measure at Right Angle to Centerline of Bridge)
BRIDGE CONDITION: GOOD
Note: If Underpass Route is Divided Highway, Use Two of These Forms, One for Each Roadway.
MINIMUM PICTURES REQUIRED
1. Elevation View of Bridge on Both Sides Showing Underpass2. View Showing Both Approaches to Bridge3. View Showing Safety Features4. View Showing Any Problems
Underpass Location No.
33 - I24 - 1408 - EBL
UNDERPASS RATING:
Potential for bridge elements falling on to roadway below
Potential is due to failure of major members
TRIMS Item 521
33I00240079FED. BRIDGE NO.:
BRIDGE MAINTENANCE RECOMMENDATIONS
Tennessee Departmentof Transportation
HAMILTON33-I0024-14.08- 2 SPEC. CASE: 0
FAU 3609 SPRING CREEK RD
33
REPAIR LIST NO.:DATE ADDED:REVISED: 10/17/2012
N
184.99
COUNTY:LOCATION:CO. SEQ.:MILEPOST:
CROSSING:
MAINT. DIST.:
12
N/AHIGHWAY SYSTEM:BRIDGE WIDTH (CURB TO CURB):BRIDGE WIDTH (OUT TO OUT):APPROACH ROADWAY (W/SHOULDERS):
MAINTAINED BY:MAIN SPAN MATERIAL:MAIN SPAN DESIGN TYPE:APPROACH SPAN MATERIAL:APPROACH SPAN DESIGN TYPE:
INSPECTION DATE: GENERAL CONDITION: GOODEVALUATION DATE: STRUCTURALLY DEFICIENT:PPRM PIN NUMBER:H TRUCK RATING @ INV.: TONS SUFFICIENCY RATING:
PRESTRESSED CONCRETEBOX BEAM OR GIRDERS - MULTIPLE
11356N/A
NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):
02-INTERSTATE URBANFT IN
INFTN/AFT 1 IN
FACILITY CARRIED: FAU 3609
10/03/201612/04/2014
GENERAL COMMENTS:
Page 1 of 1