33-03609-01.08 33i00240079 (i-24 lm 14.08) spring creek ... · evaluation status: 99 / / n not...

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


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


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



Wearing Surface: G

Bridge Rail: G

small-large cracks over joint

HL cracks

top3



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


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



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"


bxbm2

Concrete Box Beams Deck Span No. 2 Date 10/03/2016


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



Beams: G

Deck: G


a1

Abutment No. 1 Date 10/03/2016


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


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


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


Wings: G

Walls: G

Bearings: G

cracks are hairline

clearance

Horizontal and Vertical Clearances Date 10/03/2016


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

33-03609-01.08 33i00240079 (i-24 lm 14.08) spring creek ... · evaluation status: 99 / / n not...

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