79-SR057-0809 - Tennessee · 2014-01-16 · Inspection Team's Summary Bridge Location No....

SHELBY COUNTY

79-SR057-0809 Federal ID: 79I02400112 Road Name: Crossing: 79-I0240-15.59 OVR/UND PASS: 79-I0240-1559 Road Name 2: POPLAR AVENUE

79I02400112FED. BRIDGE NO.:

BRIDGE MAINTENANCE RECOMMENDATIONS

Tennessee Departmentof Transportation

SHELBY79-SR057-08.09-L1 SPEC. CASE: 0

I240 & I240 EXIT RAMP

79

REPAIR LIST NO.:DATE ADDED: 10/05/1994REVISED: 03/04/2013

2

COUNTY:LOCATION:CO. SEQ.:

CROSSING:

MAINT. DIST.:

40

40HIGHWAY 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: POOREVALUATION DATE: STRUCTURALLY DEFICIENT: YESPPRM PIN NUMBER:H TRUCK RATING @ INV.: 20 TONS SUFFICIENCY RATING: 62.7

STATE HIGHWAY AGENCYPRESTRESSED CONCRETE

STRINGER/MULTI-BEAM OR GIRDEROTHER OR NOT APPLICABLEOTHER OR NOT APPLICABLE

50

2856876

NUMBER OF MAIN SPANS:NUMBER OF APPROACH SPANS:BRIDGE LENGTH (FT):MAXIMUM SPAN LENGTH (FT):SKEW ANGLE (DEGREES):

13-NHS URBAN, STATE SYS.FT 0 IN

IN1FT54FT 0 IN

FACILITY CARRIED: FAU 57 WB

03/04/201304/19/2011

SUGGESTED ROUTINE MAINTENANCE AND COMMENTS

REPAIR CONCRETE BEAM "C & D" SPAN NO.5

PATCH BOTTOM OF DECK IN SPAN NO.3

CLEAN AND SEAL ROADWAY EXPANSION JOINTS.

REPAIR SIDEWALK AT APPROACH NO.1 RT & LT & 2 RT & LT

UNDERPASS SUBSTRUCTURE PROTECTION GUARDRAILS ARE SUBSTANDARD

GENERAL COMMENTS:

03-04-2013 I-240 MAINLINE OF UNDERPASS IS UNDER CONSTRUCTION. SPAN # 1, 2, &3 LIGHTING COVER PLATE MISSING.

Page 1 of 1

STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION

79

SR057

0

1

8.09

Revised 03/05/2013

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 40

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

79I024001121

I240 & I240 EXIT RAMP

NO CHANGE BUT STILL EVALUATE

CODE ONLY THOSE VALUES WHICH HAVE CHANGEDVALUE

03/04/2013EARLIEST DATE OF NEXTREGULAR INSPECTION

01/03/2015

/ /REVIEW DATETEAM LEADER SIGNATURE

DECK 4

58

5

SUPERSTRUCTURE59

6

SUBSTRUCTURE60

N

N

CHANL/CHANL PROTECTION

CULVERT AND RETAIN WALL

61

62

NWATERWAY ADEQUACY

71

8

521

OVERALL CONDITION

POOR

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 89

6.2450 52.1883' '

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

BRIDGE NUMBER

SPAN 1 JOINT

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

APPROACH 1 LEFT SIDEWALK SETTLED

APPROACH 1 ASPHALT

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

DIRECTION OF ROUTE

APPROACH 1 RIGHT SIDEWALK SETTLED

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

VIEW ACROSS DECK

SPAN 5 JOINT

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

APPROACH 2 LEFT SIDEWALK SETTLED

SPAN 5 JOINT SPALLING

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

APPROACH 2 ASPHALT

APPROACH 2 RIGHT SIDEWALK SETTLED

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

SPAN 5 COVER PLATE MISSING ON LIGHT

ABUTMENT 1

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

BENT 1 FRONT

LEFT ELEVATION SPAN 2

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

RIGHT ELEVATION SPAN 2

BENT 2 FRONT

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

RIGHT ELEVATION SPAN 3

BOTTOM DECK SPAN 3

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

LEFT ELEVATION SPAN 3

BENT 3 FRONT

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

LEFT ELEVATION SPAN 4

RIGHT ELEVAITON SPAN 4

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

BENT 4 FRONT

ABUTMENT 2

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

SPAN 5 DIAPHRAGM SPALLING

SPAN 5 BEAM D SPALLING

Photographs

Bridge ID#: 79-SR057-08.09 Date: 03/04/2013

SPAN 5 BEAM C SPALLING

SPAN 5 BEAM C SPALLING

Inspection Team's Summary Bridge Location No.

Inspection Date Bridge Rating

CROSS SECTION: YES () NO (X) PONTIS: YES (X) NO ()

03/04/13

POOR

79 08.09 SR057 - -

THIS 5 SPAN CONCRETE I BEAM BRIDGE IS IN POOR CONDITION.

THE APPROACH PAVEMENT AND CONCRETE WEARING SURFACE HAVE

FINE CRACKS.

SPAN 1,3&5 COVER PLATES ARE MISSING FROM LIGHTS.

SPAN 3 BOTTOM DECK HAS DELAMINATION AND SPALLING.

SPAN 5 CONCRETE I BEAM(C&D) SPALLED TO STEEL AND BROKEN.

THE CONCRETE SUBSTRUCTURE HAS FINE CRACKS AND BEGINNING

TO SPALL.

THE MAIN LANE VERTICAL CLEARANCE IS UNDER CONSTRUCTION.

THE MINIMUM VERTICAL ON RAMP IS 16’5”.

NOTE: APPROACH 1&2 LEFT AND RIGHT SIDEWALK SETTLED.

SPAN 5 JOINT MATERIAL TORN AND MISSING.

THERE IS POTENTIAL FOR CONCRETE TO FALL IN ROADWAY SPAN 2

BOTTOM HAS DELAMINATION AND BENT 3 HAS BEGINNING TO SPAL

THAT COULD FALL IN ROADWAY.

RANDY LOVE

INSPECTOR

03/04/2013

79I02400112A

SR 57 WBL / I240

0

1

15.73

I0240

79STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION

Underpass ConditionCoding Form

03/05/2013Revised

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

16

16

(EXCLUDES SHOULDERS)

OVERALL CONDITION

62

POOR

3

7

0

CODE ONLY THOSE VALUES WHICH HAVE CHANGED

ITEM # DESCRIPTION VALUE UNDERPASS SAFETY FEATURES

90 LAST INSPECTION DATE

01/03/2015EARLIEST DATE OF NEXTREGULAR INSPECTION

ADEQUACY OFBARRIER OR RAIL

(B)

(C) ADEQUACY OFTRANSITIONS

ADEQUACY OFTERMINALS

(D)

Revised Barrier Type

1

0

0

HEIGHT POSTED ATBOTH APPROACHES?

YES [ ]

NO [ ]

N/A [ ]

IN.

VERTICAL CLEARANCELISTED ON HEIGHT POSTING

554

FT.

FT. IN.

IN.

16 LATITUDE 17 LONGITUDE

N 35

W 896.2450 52.1883 ' '

79I02400112FED. BRIDGE NO.:

BRIDGE MAINTENANCE RECOMMENDATIONS

Tennessee Departmentof Transportation

SHELBY79-I0240-15.73- 1 SPEC. CASE: 0

SR 57 WBL / I240

79

REPAIR LIST NO.:DATE ADDED:REVISED: 03/04/2013

N

15.43

COUNTY:LOCATION:CO. SEQ.:MILEPOST:

CROSSING:

MAINT. DIST.:

166

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: POOREVALUATION DATE: STRUCTURALLY DEFICIENT:PPRM PIN NUMBER:H TRUCK RATING @ INV.: TONS SUFFICIENCY RATING:

PRESTRESSED CONCRETESTRINGER/MULTI-BEAM OR GIRDER

28568N/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 8 IN

FACILITY CARRIED: FAP 57

03/04/201304/19/2011

SUGGESTED ROUTINE MAINTENANCE AND COMMENTS

SEE BRIDGE NO. 79-SR057-08.09 (79I024001121) FOR RECOMMENDATIONS.

GENERAL COMMENTS:

Page 1 of 1

03/04/2013

79I02400112B

SR-57 / I-240 EX. RAMP

0

1

15.72

I0240

79STATE OF TENNESSEEDEPARTMENT OF TRANSPORTATION

Underpass ConditionCoding Form

03/05/2013Revised

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 BARRIERCONCRETE 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

16

16

(EXCLUDES SHOULDERS)

OVERALL CONDITION

42

POOR

5

11

3

CODE ONLY THOSE VALUES WHICH HAVE CHANGED

ITEM # DESCRIPTION VALUE UNDERPASS SAFETY FEATURES

90 LAST INSPECTION DATE

01/03/2015EARLIEST DATE OF NEXTREGULAR INSPECTION

ADEQUACY OFBARRIER OR RAIL

(B)

(C) ADEQUACY OFTRANSITIONS

ADEQUACY OFTERMINALS

(D)

Revised Barrier Type

0

0

0

HEIGHT POSTED ATBOTH APPROACHES?

YES [ ]

NO [ ]

N/A [ ]

IN.

VERTICAL CLEARANCELISTED ON HEIGHT POSTING

554

FT.

FT. IN.

IN.

16 LATITUDE 17 LONGITUDE

N 35

W 896.2450 52.1883 ' '

79I02400112FED. BRIDGE NO.:

BRIDGE MAINTENANCE RECOMMENDATIONS

Tennessee Departmentof Transportation

SHELBY79-I0240-15.72- 1 SPEC. CASE: 0

SR-57 / I-240 EX. RAMP

79

REPAIR LIST NO.:DATE ADDED:REVISED: 03/04/2013

N

15.42

COUNTY:LOCATION:CO. SEQ.:MILEPOST:

CROSSING:

MAINT. DIST.:

39

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: POOREVALUATION DATE: STRUCTURALLY DEFICIENT:PPRM PIN NUMBER:H TRUCK RATING @ INV.: TONS SUFFICIENCY RATING:

PRESTRESSED CONCRETESTRINGER/MULTI-BEAM OR GIRDER

28568N/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 4 IN

FACILITY CARRIED: FAU 57

03/04/201304/19/2011

SUGGESTED ROUTINE MAINTENANCE AND COMMENTS

SEE BRIDGE NO. 79-SR057-08.09 (79I024001121) FOR RECOMMENDATIONS.

GENERAL COMMENTS:

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