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0094-159.419

North Dakota Department of Transportation

Bridge Inventory - Structure Inventory And Appraisal Sheet

April 24, 2017

SEC 409

Structure Number:

Bismarck District02 Highway District

Burleigh03 County

00083

I-94/STATE STREET INT06 Feats Intersect

JUNCTION OF US 83N & I-9409 Location

10 Miles

Route On Structure

2 U.S. Numbered Hwy1 Mainline 0 N/A (NBI)

05 Inventory Route

Not applicable

26 Functional Urban, Other Principal Arterial

27 Yr Built 106 Yr Reconstructed

28 Lanes on Structure

29 ADT 30 Year of ADT

31 Design Load

32 Approach Roadway Width

34 Skew

36 Traffic Safety Features

41 Structure Open, Closed or Posted

42 Type of Service

43 Main Struct Type

45 No. Spans in Main Unit

46 No. Approach Spans

47 Total Horizontal Clearance

48 Length of Max Span

49 Structure Length

50 Curb/Sidewalk Widths

51 Bridge Rdwy Width - Curb to Curb

52 Deck Width

53 Min Vert Clear. Over Bridge

54 Min Vert Underclearance

55 Min Lateral UnderClear. - Rt

56 Min Lateral UnderClear. - Lt

107 Deck Struct Type

108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck

59 Superstructure60 Substructure

61 Chan. & Chan. Protection

62 Culvert and Retaining Walls

64 Oper. Rating

66 Inv. Rating

67 Structural Condition

68 Deck Geometry

70 Bridge Posting

209 Posted in "Tons"

71 Waterway Adequacy

72 App. Rdwy. Alignment

90 Date of Last Inspection

92 Critical Feature Inspected / 93 Critical Feature Last Inpsection Dt

218 Channel Profile

113 Scour Critical

214 Delayed Inspection

210 Culvert / 211 Description

200 System Designation

201 Status

202 Sufficiency Rating

207 Transporter Erector Routes and Sites

216 Inspector

1965 1980

4

27,600 2014

MS 18 (HS 20) (live load for which structure was designated)

0.00

1 11 1

A Open, no restriction

Prestressed conc cont

Stringer

4

0

51.8 Ft.

69 Ft.

254.92 Ft.

0.0 Ft Lt-Side

8.2 Ft Rt-Side

110.9 Ft.

110.9 Ft.

H Hwy beneath struct


28.5 Ft.

1 Concrete-Cast-in-Place

4 Low Slump Concrete

0 None

None

None

7 Good

7 Good7 Good

N N/A (NBI)

N N/A (NBI)

N Not applicable

7 Above Min Criteria

9 Above Desirable Crit

5 At/Above Legal Loads

00 Tons

8 Equal Desirable Crit

May 20, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

85.00

1 - State

Kerzman Jochim

81 Tons

49 Tons

6 2d level interchg - On

1 Highway - Under

01 State Highway Agency22 Owner

1 LF Load Factor

1 LF Load Factor

HS 45

HS 27

Identification

04 City BISMARCK CITY

88.97911 Milepoint

13 LRS Inv Route. Subroute 0000000000 00

16 Latitude

17 Longitude

_

98 Border Bridge

99 Border Bridge Struct No.

0.00 %

Structure Type and Material

Classification

Unknown (P)

37 Historical Significance 3 Possibly eligible for

21 Maint Responsibility

20 Toll

12 Base Highway Network On Base Network

3 On free road

01 State Highway Agency

100 Defense Highway Designation

101 Parallel Structure Designation

102 Direction of Traffic

103 Temporary Structure Designation

104 Highway System of Inventory Rte

105 Federal Lands Highways

110 Designated National Network

112 NBIS Bridge Length

3 STRAHNET Connector

No || bridge exists

Not Applicable (P)

1 On the NHS

1 Part of natl network

2 2-way traffic

Condition

44 Approach Struct Type Unknown (NBI)

Unknown (P)

Age and Service

Load Rating and Posting

3.00109 Average Daily Truck Traffic

63 Operating Rating Method

65 Inventory Rating Method

Appraisal

6 Equal Minimum69 Underclear. Vert & Horiz

Geometric Data

10 Min Vert Clearance

33 Bridge Median 0 No median

35 Structure Flared 0 No flare

Inspections

91 Designated Inspection Frequency 24 Months

I-1-094(04)156213 Federal Aid Project Number

11/17/2016212 Structure Load Rated

Navigation Data

38 Navigation Control

39 Navigation Vertical Clearance

40 Navigation Horizontal Clearance

111 Pier or Abutment Protection

116 Minimum Navigation Vertical Clearance

NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

15.1 Ft.

52 Ft.

364787.1 5187954.7GPS Coordinates XY

46d 49' 53.00"

100d 46' 23.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 8 In.

1

Chaining Date None

19 Bypass, Detour Length

Yes

0094-159.419



April 24, 2017

SEC 409

Structure Number:

Element / Env. / Description Units Total Qty 1-Qty St 2-Qty St 3-Qty St1 % 2 % 3 % 4 % 4-Qty St

3 0 0 0 0 100 1,004 1,007ft 0 104/2:Pre Clsd Box Girder

3 100 0 0 0 0 0 3each 0 1080/2:Delamination/Spall/Patched Area

6 0 0 0 0 100 2,770 2,776ft 0 109/2:Pre Opn Conc Girder/Beam


1,415 5 0 0 0 95 26,894 28,309sq.ft 0 12/4:Re Concrete Deck

1,415 5 0 0 0 95 26,894 28,309sq.ft 0 510/4:Wearing Surfaces

0 0 10 3 0 90 27 30each 0 205/2:Re Conc Column

0 0 100 3 0 0 0 3each 0 1130/2:Cracking (RC and Other)

156 66 34 80 0 0 0 236ft 0 215/2:Re Conc Abutment



6 2 0 0 0 98 319 325ft 0 234/2:Re Conc Pier Cap


509 100 0 0 0 0 0 509ft 0 331/4:Re Conc Bridge Railing


2 100 0 0 0 0 0 2each 0 8399/2:Slope Protection, RC

2 100 0 0 0 0 0 2each 0 4000/2:Settlement

4 100 0 0 0 0 0 4each 0 8401/2:Wings


Date 03-04-2004 - Delamination on Breastwall between girders. NBI Remarks: Both abutments show

cracking between beams with some seepage showing. Spalls on both backwalls repaired and cracked again.

Piers 2, 3, 4 of pedestrian walkway have cracks on pier caps extending down the columns. Pier 4 has hairline

cracks with efflorescence visible from under side of deck.Sidewalk new 2003.Deck overlay low

slump,2002,2003. Spalling visable north & south of deck,north & south lanes. Small spall on 7th beam from

east fourth span. All repairs done to backwalls are starting to fall out.

Remarks:

Alert Code 1: 5/2015 - All columns and south abutment have cracking at the bearings of the girders.

0094-159.926



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00000

I-94/19TH STREET SEP06 Feats Intersect

1 EAST OF US 83 NORTH09 Location

2 Miles

Route On Structure

5 City Street 1 Mainline 0 N/A (NBI)

05 Inventory Route

Not applicable

26 Functional Urban, Collector




31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1976 -1

2

7,300 2014

M 18 (H 20) (live load for which structure was designated)

0.00

0 11 1


Steel continuous

Stringer

4

0

47.9 Ft.

109 Ft.

225.07 Ft.

0.0 Ft Lt-Side

8.2 Ft Rt-Side

48.2 Ft.

61.4 Ft.



28.2 Ft.


1 Monolithic Concrete

0 None

None

None

7 Good

7 Good7 Good

N N/A (NBI)

N N/A (NBI)

N Not applicable


9 Above Desirable Crit


00 Tons


May 20, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

98.80

1 - State

Kerzman

58 Tons

35 Tons

5 Highway-pedestrian - On

1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 32

HS 19

Identification


0.00011 Milepoint

13 LRS Inv Route. Subroute

16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)

37 Historical Significance 5 Not eligible for NRHP


20 Toll

12 Base Highway Network Not on Base Network

3 On free road










0 Not a STRAHNET hwy

No || bridge exists

Not Applicable (P)

0 Not on NHS

0 Not part of natl netwo

2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data




Inspections




Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

17.1 Ft.

48 Ft.


46d 49' 54.00"

100d 45' 42.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 8 In.

1

Chaining Date None


Yes

0094-159.926



April 24, 2017

SEC 409

Structure Number:


0 0 0 0 0 100 1,575 1,575ft 0 107/2:Steel Opn Girder/Beam

0 0 0 0 0 100 17,150 17,150sq.ft 0 515/2:Steel Protective Coating

692 5 0 0 0 95 13,150 13,842sq.ft 0 12/4:Re Concrete Deck






0 0 0 0 0 100 14 14each 0 311/2:Moveable Bearing

0 0 0 0 0 100 100 100sq.ft 0 515/2:Steel Protective Coating

0 0 0 0 0 100 14 14each 0 313/2:Fixed Bearing





2 100 0 0 0 0 0 2each 0 4000/2:Settlement

0 0 0 0 0 100 4 4each 0 8401/2:Wings

NBI Remarks: Some fine shrinkage cracks visible from under structure in deck and sidewalk area. Fine

diagonal crack in all four corners of backwalls. Minor cracking and seepage in north backwall. Some

shrinkage cracks in curbs and deck. Cracking and minor spalling in curb. North slope protection pulled away

from backwall 4" & the south 5". Outside of exterior beams have been repainted. Some rust spots on all beam

flanges. Vehicle damage to west beam, eastbound bottom flange. Not serious. The west beam of westbound

now has the flange hit a hydraulic hose apparently hit and broke, oil on webs of west beam and w1.

01/13/2014 - North slope protection pulled away from abutment 6".

Remarks:

0094-161.439



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00094

I-94/EAST BISMARCK INT06 Feats Intersect


4 Miles

Route On Structure

3 State Hwy 1 Mainline 0 N/A (NBI)

05 Inventory Route

Not applicable

26 Functional Urban, Other Principal Arterial




31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1964 1995

5

11,000 2014

MS 22.5 (HS 25) (live load for which structure was designed)

0.00

1 11 1



Stringer

4

0

44.0 Ft.

65 Ft.

250.00 Ft.

0.0 Ft Lt-Side

9.8 Ft Rt-Side

77.4 Ft.

93.2 Ft.



28.5 Ft.



0 None

1 Epoxy Coated Reinforci

None

7 Good

9 Excellent7 Good

N N/A (NBI)

N N/A (NBI)

N Not applicable




00 Tons


May 26, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

96.90

1 - State

Kerzman Jochim Sanborn

86 Tons

52 Tons


1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 47

HS 28

Identification


926.66911 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

1 On the NHS


2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data


33 Bridge Median 3 Closed Med w/Barriers


Inspections


IM-1-094(013)156213 Federal Aid Project Number


Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

13.1 Ft.

72 Ft.


46d 49' 54.00"

100d 43' 48.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 12 In.

1

Chaining Date 5/26/2015


Yes

0094-161.439



April 24, 2017

SEC 409

Structure Number:


0 0 0 0 0 100 2,749 2,749ft 0 109/2:Pre Opn Conc Girder/Beam

2,500 11 0 0 0 89 20,825 23,325sq.ft 0 12/4:Re Concrete Deck

1,166 5 0 0 0 95 22,159 23,325sq.ft 0 520/4:Conc Re Prot Sys






5,382 98 0 0 0 2 100 5,482sq.ft 0 321/4:Re Conc Approach Slab

5,382 100 0 0 0 0 0 5,382each 0 1080/4:Delamination/Spall/Patched Area



2 50 0 0 0 50 2 4each 0 8401/2:Wings


NBI Remarks: All expansion on structure completely compressed. 1/13/2014: Old structure, east half of the

deck has 30 1'x1' spalls with steel exposed and the asphalt patches are popping out. There are 2 spall on the

west half of the deck. There is a 6"x6" spall on the SE column. 5/26/2015 - Demaree chained deck and found

10.6% delamination.

Remarks:

Alert Code 1: 5/2015 - Cable guardrail on westbound south side is all down with broken posts.

0094-164.527



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00000

GIBBS TWP SEPARATION06 Feats Intersect


10 Miles

Route On Structure

4 County Hwy 1 Mainline 0 N/A (NBI)

05 Inventory Route

Not applicable

26 Functional Rural, Local




31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1965 -1

2

50 2014

M 13.5 (H 15) (live load for which structure was designated)

0.00

1 11 1


Steel continuous

Stringer

4

0

24.0 Ft.

66 Ft.

241.14 Ft.

0.0 Ft Lt-Side

0.0 Ft Rt-Side

24.3 Ft.

29.9 Ft.



28.5 Ft.



0 None

None

None

6 Satisfactory

6 Satisfactory6 Satisfactory

N N/A (NBI)

N N/A (NBI)

N Not applicable

5 Above Min Tolerable

6 Equal Min Criteria


00 Tons


May 26, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

83.50

1 - State

Kerzman Jochim Sanborn

36 Tons

22 Tons

1 Highway - On

1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 20

HS 12

Identification

04 City GIBBS TOWNSHIP

0.00011 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

0 Not on NHS


2 2-way traffic

Condition


Unknown (P)

Age and Service


109 Average Daily Truck Traffic



Appraisal

5 Above Tolerable69 Underclear. Vert & Horiz

Geometric Data




Inspections




Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

13.1 Ft.

26 Ft.


46d 50' 19.00"

100d 40' 03.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 1 In.

1

Chaining Date None


Yes

0094-164.527



April 24, 2017

SEC 409

Structure Number:


38 5 0 0 0 95 671 709ft 0 107/3:Steel Opn Girder/Beam

38 100 0 0 0 0 0 38each 0 7000/3:Damage












0 0 0 0 0 100 479 479ft 0 330/2:Metal Bridge Railing





2 100 0 0 0 0 0 2each 0 4000/2:Settlement

4 100 0 0 0 0 0 4each 0 8401/2:Wings


0094-164.527



April 24, 2017

SEC 409

Structure Number:

Date 02/27/2004: Salt spray has beam paint failing over traveled roadways. Vehicle hit one eastbound (exit

side) east beam over driving lane. Other beams appear to not have been hit. NBI Remarks: Some minor

transverse cracks and popouts in deck. Minor cracks in both abutments, seepage apparent. All four approach

curbs chipped and broken at bridge curb connection. Slope protection moving again from both abuts. Both

outside beams have been repainted and numerous other spots also repainted. Now have minor rust spots

showing through on all flanges & tops of diaphragms. Flange & web flame straightened 4-15-99. West beam,

eastbound,has an insignificant scrape from high load. 2 small spalls on center pier. Vehicle impact on

eastbound beams created 2 spalls on bottom of deck. 1/9/2014: Eastbound girders have been straightened.

5/2015 - SW end terminal is damaged on top.

Remarks:

0094-166.531



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00815

I94/APPLE CREEK SEP06 Feats Intersect


14 Miles

Route On Structure


05 Inventory Route

Not applicable





31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1965 -1

2

25 2014


0.00

1 11 1


Steel continuous

Stringer

4

0

24.0 Ft.

66 Ft.

241.14 Ft.

0.0 Ft Lt-Side

0.0 Ft Rt-Side

24.3 Ft.

29.9 Ft.



28.9 Ft.



0 None

None

None

7 Good

7 Good6 Satisfactory

N N/A (NBI)

N N/A (NBI)

N Not applicable

5 Above Min Tolerable



00 Tons


May 26, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

79.60

1 - State

Kerzman,Jochim Sanborn

37 Tons

23 Tons

1 Highway - On

1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 20

HS 12

Identification

04 City GIBBS TOWNSHIP

14.99711 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

0 Not on NHS


2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data




Inspections




Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

13.1 Ft.

29 Ft.


46d 50' 12.00"

100d 37' 24.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 4 In.

1

Chaining Date None


Yes

0094-166.531



April 24, 2017

SEC 409

Structure Number:




















2 100 0 0 0 0 0 2each 0 4000/2:Settlement

4 100 0 0 0 0 0 4each 0 8401/2:Wings


0094-166.531



April 24, 2017

SEC 409

Structure Number:

Date 02-25-2004: Both abutments cracked along breastwall lines with effloresence. Salt spray from driving

lane causing rust on beam above traffic. NBI Remarks: Numerous small popouts in deck. Minor spalls on

backwalls under beams with seepage and effloresence. Small chip south pier column. Gap between slope

protection s and n abutments have been filled with grout minor scrapes on wb w&w1 beams from high loads.

Paint on flanges throughout bridge is starting to show failure, no section loss.

Remarks:

0094-170.519



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00000

I-94/MENOKEN INTERCHANGE06 Feats Intersect


20 Miles

Route On Structure


05 Inventory Route

Not applicable





31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1965 -1

2

320 2014


0.00

1 11 1



Stringer

4

0

27.9 Ft.

66 Ft.

240.16 Ft.

0.0 Ft Lt-Side

0.0 Ft Rt-Side

28.2 Ft.

33.8 Ft.



28.9 Ft.



0 None

None

None

8 Very Good

7 Good7 Good

N N/A (NBI)

N N/A (NBI)

N Not applicable




00 Tons


May 26, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

98.50

1 - State


93 Tons

56 Tons


1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 52

HS 31

Identification

04 City MENOKEN TOWNSHIP

0.00011 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

0 Not on NHS


2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data




Inspections




Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

13.1 Ft.

29 Ft.


46d 50' 12.00"

100d 32' 24.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 5 In.

1

Chaining Date None


Yes

0094-170.519



April 24, 2017

SEC 409

Structure Number:


0 0 0 0 0 100 945 945ft 0 109/2:Pre Opn Conc Girder/Beam






0 0 0 0 0 100 100 100sq.ft 0 321/2:Re Conc Approach Slab




479 100 0 0 0 0 0 479each 0 1190/2:Abrasion(PSC/RC)


2 100 0 0 0 0 0 2each 0 4000/2:Settlement

1 25 0 0 0 75 3 4each 0 8401/2:Wings


Date 02-25-2004: Delminations over piers typical for age. 3/18/2008 - Deck was overlaid in 2007. NBI

Remarks: Deck was overlaid in 2007. Bridge rail, 13th post from north, west side has a large spall. Backwalls

cracked. Abuts are cracked and are seeping under outside beam seats. Top ne wing spalled 2" x 2'. The gaps

in slope protection filled with grout. Epoxy nosing has failed.

Remarks:

0094-176.501



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00827

I94/MCKENZIE INTERCHANGE06 Feats Intersect

6 WEST OF US 83 SOUTH09 Location

20 Miles

Route On Structure


05 Inventory Route

Not applicable

26 Functional Rural, Major Collector




31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1965 -1

2

575 2014


0.00

1 11 1



Stringer

4

0

27.9 Ft.

66 Ft.

240.16 Ft.

0.0 Ft Lt-Side

0.0 Ft Rt-Side

28.2 Ft.

33.8 Ft.



28.9 Ft.



0 None

None

None

6 Satisfactory

7 Good6 Satisfactory

N N/A (NBI)

N N/A (NBI)

N Not applicable


5 Above Tolerable


00 Tons


June 01, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

97.10

1 - State


99 Tons

63 Tons


1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 55

HS 34

Identification

04 City MCKENZIE TOWNSHIP

1.00011 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

0 Not on NHS


2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data




Inspections




Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

13.1 Ft.

27 Ft.


46d 50' 06.00"

100d 24' 48.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 3 In.

1

Chaining Date None


Yes

0094-176.501



April 24, 2017

SEC 409

Structure Number:


0 0 0 0 0 100 945 945ft 0 109/2:Pre Opn Conc Girder/Beam


0 0 0 0 0 100 7,416 7,416sq.ft 0 510/2:Wearing Surfaces










2 100 0 0 0 0 0 2each 0 4000/2:Settlement

4 100 0 0 0 0 0 4each 0 8401/2:Wings


Date 02-24-2004: Deck in heavy traffic area on route to N.I.C. main Bismarck gravel pit. High salt on deck.

3/17/2008 - Deck overlaid in 2007. NBI Remarks: Both abutments have 4" x 8" x 2' spalls under east & west

beams. Both backwalls have hairline cracks where they intersect abutments. Slope protection settled approx.

3" spalls under w beam n abut.& e beam s abut.Have fallen away to reveal wooden blocks supporting beams.

Deck was overlayed in 2007.

Remarks:

0094-179.502



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00000

I94/MCKENZIE SEPARATION06 Feats Intersect

3 WEST OF US 83 SOUTH09 Location

2 Miles

Route On Structure


05 Inventory Route

Not applicable





31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1966 -1

2

25 2014


0.00

1 11 1

K Closed to all traffic

Steel continuous

Stringer

4

0

24.0 Ft.

66 Ft.

241.14 Ft.

0.0 Ft Lt-Side

0.0 Ft Rt-Side

24.0 Ft.

29.9 Ft.



28.9 Ft.



0 None

None

None

5 Fair

0 Failed6 Satisfactory

N N/A (NBI)

N N/A (NBI)

N Not applicable

0 Closed



35 Tons


February 01, 2017

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Structurally Deficient

-1

34.00

1 - State


37 Tons

22 Tons

1 Highway - On

1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 20

HS 12

Identification

04 City MCKENZIE TOWNSHIP

0.00011 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

0 Not on NHS


2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data




Inspections




Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

12.8 Ft.

28 Ft.


46d 50' 06.00"

100d 21' 00.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 1 In.

1

Chaining Date 07/17/2012


Yes

0094-179.502



April 24, 2017

SEC 409

Structure Number:





479 100 0 0 0 0 0 479each 0 1190/2:Abrasion(PSC/RC)







2 100 0 0 0 0 0 2each 0 4000/2:Settlement




4 100 0 0 0 0 0 4each 0 8401/2:Wings

Date 02-24-2004: New paint upgrades beam condition. Except for areas where new paint not sticking to

beams. Paint crack on bottom flange of girders in eastbound lane. 2/2/2006 - East outside beam over

westbound roadway has been hit, repaired and repainted. NBI Remarks: Cracks with seepage visible in

abutment walls below beams beams repainted some areas painted are rusting already. Vertical cracks from

beams downwards. Slope protection is sliding downward at both ends. 2/1/2017 - Crash from over-height

vehicle westbound caused enough damage to require closure of bridge gld Bridge Division Bridge being

replaced in 2017

Remarks:

0094-182.488



April 24, 2017

SEC 409

Structure Number:


Burleigh03 County

00083

I94/STERLING INTER.06 Feats Intersect

JUNCTION US 83 S-STERLING09 Location

10 Miles

Route On Structure

2 U.S. Numbered Hwy1 Mainline 0 N/A (NBI)

05 Inventory Route

Not applicable

26 Functional Rural, Principal Arterial - Other




31 Design Load


34 Skew



42 Type of Service

43 Main Struct Type





49 Structure Length



52 Deck Width






108 Wearing Surface

Membrane

Dk Protect

208 Dk Overburden

58 Deck




64 Oper. Rating

66 Inv. Rating


68 Deck Geometry

70 Bridge Posting






218 Channel Profile

113 Scour Critical




201 Status



216 Inspector

1966 1985

2

2,150 2014

MS 18 (HS 20) (live load for which structure was designated)

0.00

1 11 1


Steel continuous

Stringer

4

0

29.9 Ft.

66 Ft.

240.16 Ft.

0.0 Ft Lt-Side

0.0 Ft Rt-Side

30.2 Ft.

36.1 Ft.



28.9 Ft.



0 None

None

None

6 Satisfactory

7 Good7 Good

N N/A (NBI)

N N/A (NBI)

N Not applicable


4 Tolerable


00 Tons


May 27, 2015

Fracture Critical

Underwater

Other Special

N

N

N

N

N Not Over Waterway

Not Applicable

Not Deficient

-1

86.40

1 - State


68 Tons

41 Tons


1 Highway - Under


1 LF Load Factor

1 LF Load Factor

HS 37

HS 22

Identification

04 City STERLING TOWNSHIP

65.92011 Milepoint


16 Latitude

17 Longitude

_

98 Border Bridge


0.00 %


Classification

Unknown (P)



20 Toll


3 On free road











No || bridge exists

Not Applicable (P)

1 On the NHS

1 Part of natl network

2 2-way traffic

Condition


Unknown (P)

Age and Service





Appraisal


Geometric Data




Inspections


IR-094-5(33)158213 Federal Aid Project Number


Navigation Data






NA-no waterway

Unknown (NBI)

0 Ft.

0 Ft.

Ft.

13.1 Ft.

44 Ft.


46d 50' 11.00"

100d 17' 19.00"

99 Ft. 12 In.

99 Ft. 12 In.

16 Ft. 3 In.

1

Chaining Date None


Yes

0094-182.488



April 24, 2017

SEC 409

Structure Number:






0 0 0 0 100 0 0 7,825sq.ft 7,825 510/4:Wearing Surfaces














2 100 0 0 0 0 0 2each 0 4000/2:Settlement

4 100 0 0 0 0 0 4each 0 8401/2:Wings


0094-182.488



April 24, 2017

SEC 409

Structure Number:

Date 02-24-2004: Ramping from roadway and approach slab is affecting bridge. Beams have fresh paint with

only speckled rust over driving lane. Wings all uniformly cracked. Flanges on facia beams rusting. NBI

Remarks: Chip in south rail of south span. Minor cracks in backwalls by beams,seepage visible.Diagonal

cracks with efflorescence visible from under curbs to beam flange all corners. Fine vertical cracks from bottom

of all beams to ground. Slope protection starting to slide down again. Cracks in deck with efflorescence visible

on bottom side. End wall under nw beam has minor spalling. Moderate rusting in small areas on flanges of

exterior beams, with some minimal section loss at bearing. Some minor rust spots & pitting on the rest of the

interior beams. Nosing concrete is cracked and delamination sealant has failed.All trans cracks in entire deck

show sounds of delam

Remarks:

north dakota department of transportation 83 study sia... · north dakota department of...

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